testing
 Division 100. General Provisions
 testing
 Division 200. Earthwork
This is a test again
 Division 300. Base Courses
 This is a test
 Division 400. Flexible Pavements
 This is a test
 Division 500. Rigid Pavement
 Division 550. Rehabilitation of Portland Cement Concrete Pavement
 Division 600. Miscellaneous Construction
 Division 700. Materials Requirements
 Section 801 - Section 809
 Section 810 - Section 819
 Section 820 - Section 829
 Section 830 - Section 831
 Definition of Terms
 SECTION 106 - CONTROL OF MATERIALS
 SECTION 410 - HOT MIX ASPHALT PAVEMENTS
 SECTION 101 DEFINITION OF TERMS
 Proposal Requirements and Conditions
 Proposal Requirements and Conditions
Award and Execution of Contract
 Award and Execution of Contract
Award and Execution of Contract
Scope of Work
 Scope of Work
Control of Work
 Control of Materials
 Control of Materials
Legal Relations and Responsibility to Public
 Legal Relations and Responsibility to Public
Legal Relations and Responsibility to Public
Legal Relations and Responsibility to Public
Legal Relations and Responsibility to Public
Prosecution and Progress
 Prosecution and Progress
Measurement and Payment
 Claims
 Excavation for Bridges
Clearing and Grubbing
 Removal and Relocation of Structures
 Removal of Miscellaneous existing drainage and other facilities
 Removal and Reinterment of Graves
 Mailbox Reset
 Excavation and Embankment
 Machine Grading Shoulders
 Structure Excavation and Backfill for drainage structures and minor structures
 Excavation for Bridges
 Special Protection for Rock Slopes
 Landslide Corrections
 Treatment of Limesinks
 Roadbed Processing
Stabilized Roadbed
 Lime Stabilized Roadbed
 Detour Bridges
 Soil, Soil Aggregate, and Aggregate, Base and Subbases
 Soil and Aggregate materials for miscellaneous use
 Density Requirements for Compaction
 Drainage Plane Layer
 Plant Mix Bituminous base
 Plant Mix Bituminous base
Bituminous Surface Treatments
 Slurry Seel Coat
 Tack Coat
 Planning(Milling) of existing pavement
 Hot Mix Asphalt Pavements
 Hot Mix Asphalt Pavements
Polymer modified open graded friction course
 Polymer modified open graded friction course
Stone Matrix Asphalt(SMA) (Fiber Stabilized Asphalt Concrete)
Stone Matrix Asphalt(SMA) (Fiber Stabilized Asphalt Concrete)
Superpave Bituminous Concrete Base, Binder, and Wearing Surface Layers
 Superpave Bituminous Concrete Base, Binder, and Wearing Surface Layers
Scoring Bituminous Pavement Surface
 Improved Bituminous Concrete Base, Binder, and Wearing Surface Layers
 Soil or Aggregate type surface
 Portland Cement Concrete Pavement
 Slabjacking of Portland Cement Concrete Pavement
 Pressure Grouting and repair of Portland Cement Concrete Pavement
 Cleaning, Sealing, and Waterproofing Portland Cement Concrete Pavement joints and cracks
 Grinding Pavement Surfaces
 Structural Portland Cement Concrete
 Steel Reinforcement
 Structural Foundations
 Piling
 Piling
Drilled Shaft Construction
 Abutment and Bulkhead Anchors
 Structural Steel and Miscellaneous Metals
 Untreated and Treated Timber
 Bridges
 Bridges
Elastomeric Bearings
 Precast non-prestressed concrete bridge members
 Prestressed concrete bridge members
 Prestressed concrete bridge members
Waterproofing and Dampproofing
 Bridge and Sidewalk handrail
 Repair or raising existing bridges
 Steel Bridge Coating
 Steel Bridge Coating
Bridge Joint Seals
Reinforced Concrete Box Culverts
 Concrete retaining walls and cribbing
 Roadway pipe culverts
 Corrugated metal structural plate pipe, archpipe, and arch culverts
 Slotted Drains
 Storm Sewers
 Side Drain Pipe
 Relaid Pipe
 Mobilization
 Field Laboratories
 Right of way and land survey markers
 Engineer's Field Office
 Geotextiles in permeable asphalt treated base application
 Pavement edge drains
 Pipe underdrain
Paving Geotextiles
 Geotextiles in Separations Applications
 Aggregate Slope Protection
 Riprap
 Mortar for Masonry
 Rubble Masonry
 Brick and Concrete block masonry
 Slope Paving
 Grouted Rubble Slope Drain
 Soil Cement Flumes
Bituminous treated glass fiber flumes
 Concrete Sidewalks and Driveways
 Pipe Culvert End Treatments
Minor Structure Concrete
 Inlets, Junction Boxes, Manholes, and miscellaneous drain structures
 Resetting gratings and covers by catch basins, and inlets, and manholes
curb, gutter, and combination curb and gutter
 Concrete median strip
 Concrete median and safety barrier
 Guardrail and Barrier Rail
Guardrail or Barrier Rail Reset
 Headlight glare screen
 Chain Link Industrial Fence
 Woven Wire Fence
 Barbed Wire Fence
 Fence Reset
 Minor Utility Adjustments
 Water Pipe
 Fire Hydrants Reset
 Water Meters and Valve Boxes Reset
 Sanitary Sewers
 Encasement Pipe For Utilities
 Topsoil
 Ground preparation and fertilizers for erosion control
Seeding
 Sprigging
 Solid Sodding
 Mulching
 Grassy Mulch
 Hydro-seeding and mulching
 Erosion control netting
Vines, Shrubbs, and Tree Planting
 Transplanting trees, shrubs, and vines
 Tree Wells and Tree Root Protection
 Temporary Erosion Control
 Temporary Erosion Control
Pest Control
 Pre-emergentherbicide treatment
 Post-emergent herbicide treatment
 Engineering Controls
 Traffic Stripe
 SECTION 702 PROFILED THERMOPLASTIC TRAFFIC STRIPE
 Traffic Control Markings and Legends
 Pavement Markers
 Delineators and Hazard Markers
Object and Hazard Markers
 Mile (Kilometer) Posts
 Roadway Signs
 Roadway Sign Relocation and Renovation
 Permanent Baricade
 Overhead Roadway Sign Structures
 Overhead Roadway Sign Structure Renovation and Relocation
 Structures for Traffic control devices and highway lighting
 Vehicular Impact Attenuator Assembly
 Portable Concrete safety barriers and impact attenuators
 Truck Mounted Impact Attenuator
 Traffic Signals
 Traffic Signals
Traffic Counting Equipment
 Traffic Control Devices for Construction Work Zones
 Traffic Control Devices for Construction Work Zones
Portable sequential arrow and chevron sign unit
 Portable Changable Message Signs
 Traffic Control Officers
Electrical conduits under roadways
 Materials
 Coarse Aggregates
 Fine Aggregates
 Asphalt Materials
Mineral filler, hydrated lime, calcium chloride, brick, and blocks
 Mineral Admixtures
 Water
 Air Entraining Additives
 Chemical Admixtures for Concrete
 Geotextiles
 Polymer Additives for asphalt materials
 Masonry Stone
 Riprap Materials
 Cement
 Timber Preservatives
 Lime for Roadbed and base stabilization
 Selected materials for bases
 Granular Soil Materials
 Drainage Plain Materials
 Soil Aggregates and Materials
 Processed Reef Shell Base Materials
 Crushed Aggregate Base Materials
 Local sand and sand-gravel for miscellaneous construction use
 Processed Reef Shell
 Concrete Curing Materials
 Precast Concrete Materials
 Concrete joint fillers, sealers, and waterstop materials
 Lumber and Timber- Untreated and Treated
 Piling- timber, concrete, and steel
 Steel Reinforcement
 Structural Steel, Fasteners, and Miscellaneous Metals
 Elastomeric Bearing Materials
 Structural Plate for Pipe, pipe-arches and arches
 Pipe Culvert Joint Sealers
 Roadway Pipe
 Roadway Pipe
Side Drain Pipe
 Pipe Underdrain
 Sewer Pipe
 Coatings, paints, enamels, and varnishes for metal and wood structures
Traffic Marking Material
 Temporary Traffic Marking Materials
 Roadside Improvement Materials
 Utility Encasement Pipe
 Water Pipe
 Guardrail and Barrier Rail Materials
 Adhesives
 Fencing Materials
 Sign Materials
 Delineators and Hazard Markers
 Pavement Markers
 Sign lighting materials and services
 Traffic Signal Equipment
 Traffic Signal Equipment
Structural materials for traffic control devices and highway lighting
 SECTION 401 ASPHALT CONCRETEPAVEMENT
 SECTION 501 STRUCTURAL CONCRETE
 Definitions and Terms
 Bidding Requirements and Conditions
 Award and Execution of Contract
 Scope of Work
 Control of Work
 Control of Material
 Legal Relations and responsibility to public
 Prosecution and progress
 Measurement and payment
 Clearing and Grubbing
 Removal of Structures and obstructions
 Excavation and Embankment
 Structure Excavation for conduits and minor structures
 Excavation, backfill, and foundation fill for major stuctures
 Filter Blanket
 Aggregate and Surface Base Course
 Subgrade modification
 Reconditioning
 Subbase
 Stockpiled Material
 Asphalt treated base course
 Emulsified asphalt treated base course
 Crushed Asphalt Base Course
 Asphalt concrete Pavements
 Tack Coat
 Prime Coat
 Seal Coat
 Surface Treatment
 Rumble Strips
 Structural Concrete
 Prestressing Concrete
 Reinforcing Steel
 Steel Structures
 Piling
 Timber Structures
 Bridge Railing
 Waterproofing Membrane
 Microsilica Modified Concrete Overlay
 Removal of Concrete Bridge Deck
 Mechanically Stabilized Earth(MSE) Wall
 Forms and Falsework
Field Painting of Steel Structures
 Metal Flume Downdrains
 Structural Plate Pipe
 Culverts and Storm Drains
 Manholes and Inlets
 Underdrains
 Guardrail
 Fences
 Sidewalks
 Curbing
 Ditch Lining
 Riprap
 Sacked Concrete Slope Protection
 Monuments and Markers
Concrete Barrier
 Standard Signs
 Thaw Pipe and Thaw Wires
 Railroad Crossings
 Seeding
Soil Stabilization
 Topsoil
 Planting Trees and Shrubs
 Rest Area Facilities
 Block Sodding
 Calcium Choride for Dust Control
 Pipe Hand Rail
 Sanitary Sewer System
 Water System
 Geotextile for Embankment Separation and Stabilization
 Geotextile for Surface Drainage and Erosion Control
 Paving Fabric
 Silt Fence
 Geogrid Soil Reinforcement
 Insulation Board
 Gabions
 Driveways
 Mobilization and Demobilization
 Erosion, Sediment, and pollution control
 Construction surveying and monuments
 Traffic Maintenance
 Services to be furnished by the contractor
 CPM Scheduling
 Signals and Lighting
 Electrical Load Centers
 Traffic Markers
 Hydraulic Cement
 Asphalt Materials
 Aggregates
 Masonry Units
 Joint Materials
 Concrete and Plastic Pipe
Metal Pipe
Paints
 Reinforcing steel and wire rope
Fence and Guardrail
 Concrete Curing Materials and Admixtures
 Miscellaneous
 Structural Timber, Lumber, and piling
Preservatives for timber
 Steel for Piles
 Structural Steel
 Steel Forgings
 Steel, gray-iron and maleable-iron castings
 Elastomeric pads
 Prestressing Steel and Fittings
 Bridge Railings
 Water Stops
 Seed
 Fertilizer
 Topsoil
 Soil Stabilization Materials
 Geosynthetics
 Sign Materials
 Signals and Lighting Materials
 Draft Arizona Department of Transportation Design-Build Procurement & Administration Policy
DESIGN-BUILD PACKAGE (RFQ/RFP) For Superstition Freeway (US 60) I-10 to Val Vista Drive
 405 ROAD MIXED BITUMINOUS PAVEMENT
 TOC, Mission Statement, and Org Charts
 General
 Definitions and Terms
 Bidding Requirements and Conditions
 Award and Execution of Contract
 Scope of Work
 Control of Work
 Control of Materials
 Legal Relations and Responsibility to the Public
 Prosecution and Progress
 Measurement and Payment
 Table of Contents
 General
 Clearing and Grubbing
 Removal of Structures and Obstructions
 Earthwork
 Reshaping and Grading Existing Improvements
 Grading Roadway for Pavement
 Furnish Water Supply
 Dust Palliative
 Separation Geotextile Fabric
 General
 Lime Treated Subgrade
 Cement Treated Subgrade
 Aggregate Subbase and Aggregate Base
 Cement Treated Base
 Lean Concrete Base
 Geogrid Base Reinforcement
 Geocomposite Edge Drain
 Table of Contents
 Road Mixed Bituminous Pavement
 Asphaltic Concrete
 Asphaltic Concrete Friction Course
 Recycled Asphaltic Concrete
 Asphaltic Concrete (Misc Structural)
 Asphaltic Rubber Stress Absorbing Membrane
 Asphaltic Concrete Friction Course (Misc)
 Asphaltic Concrete (Asphalt-Rubber)
 Asphaltic Concrete Friction Course (Asphalt-Rubber)
 Asphaltic Concrete - End Product
 Asphaltic Concrete (End Product) SHRP Volumetric Mix
 Pipe Culvert and Storm Drains
 Structural Plate Pipe, Pipe Arches, and Arches
 Concrete Catch Basins
 Standpipes
 Manholes
 Table of Contents
 Concrete Structures
 Prestressed Concrete
 Piling
 Steel Structures
 Steel Reinforcement
 Overhead Sign Structures
 Roadside Sign Supports
 Sign Panels
 Drilled Shaft Foundations
 Painting
 Table of Contents
 Maintenance and Protection of Traffic
 Attenuation Devices
 Delineators and Markers
 Thermoplastic Pavement Markings
 Preformed Plastic Pavement Marking
 Raised Pavement Markers
 General Requirements for Traffic Signal and Highway Lighting Systems
 Structural Supports and Foundations for Traffic Signal and Highway Lighting
 Electrical Underground Material
 Signal Indications and Mounting Assemblies
 Traffic Controller Assembly
 Detectors
 Highway and Sign Lighting
 Incidental Electrical Work
 Table of Contents - Chapter 8 Roadside Development
 General
 Landscape Excavation
 Landscape Grading
 Landscape Plating Materials
 Topsoil
 Seeding
 Trees, Shrubs, and Plants
 Landscaping Establishment
 Water Distribution
 Sewerage System
 Erosion Control and Pollution Prevention
 Table of Contents
 Mobilization
 Chain Link Fence
 Chain Link Cable Barrier
 Guardrail
 Cattle Guards
 Dampproofing and Waterproofing Concrete Surfaces
 Concrete Curbs, Gutters, Sidewalks, and Driveways
 Survey Monuments
 Concrete Barriers
 Right-of-Way Markers
 Shotcrete
 Bank Protection
 Temporary Silt Fence
 Embankment Curb
 Embankment Spillways, Down-Drains, Inlets, and Outlets
 Utility Concrete for Miscellaneous Contstruction
 Construction Surveying and Layout
 Engineers' Field Office and Field Laboratory
 Formed Rumble Strip
 Table of Contents
 Control of Material
 Material Sources
 Paint
 Reinforcing Steel
 Structural Metals
 Bituminous Materials for Surfacing
 Portland Cement Concrete
 Retroflective Sheeting
 Prismatic Reflectors
 Asphalt Rubber Material
 Drainage Pipe
 Joint Materials
 Guardrail Materials
 Bearing Pads
 Geosynthetics
 Epoxy Materials
 Table of Contents - Chapter 11 Surveying
 General Instructions
 Checking of Plans
 Table of Contents - Chapter 12 Records and Reports
 General
 CPE Reports
 Notice of Start and Completion of Project
 Suspension of Work
 Weekly Time Reports
 Time Extensions
 Final Records and Reports (Project Close-Out)
 Close-Out of Consultannt and Local Govt. Projects
 Disposition of Records
 Labor Compliance for Federal Aid Projects
 Miscellaneous Compliance for ADOT Projects
 Table of Contents - Chapter 13 Useful Information
 Township Subdivision
 Section Subdivision
 Curve Computation by Arc Definition
 Curve Computation by Deflection Angle
 Spiral Curve Transitions
 Geometric Solutions
 Fractions of Inch in Decimals
 Conversion Factors
 General Weights and Measurements
 Volume Corrections for Asphalt
 Capacity Chart for Cylindrical Tanks
 Temperature Conversions
 Miscellaneous Information
 Measurement of Grades
 Weights of Materials
 Windrow Contents
 Stockpiling Aggregates
 Loading Hoppers
 Filling Aggregate Bins
 Discharging Concrete
 Stockpiling From Conveyor Belts
 Batching Equipment
 Water Cement Ratio and Probable Strength
 Approximate Cylinder Strength
 Culvert Pipe Thickness
 Calibration of Slurry Seal Machine
 Markings for Steel Bolts
 Steel Wire Gauges
 Cement Conversion Factors
 Equivalent Velocities
 SECTION 308 CEMENT STABILIZED CRUSHED STONE BASE COURSE
 SECTION 407 ASPHALT CONCRETE HOT MIX SURFACE COURSE
 SECTION 501 PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 802 CONCRETE FOR STRUCTURES
 Definitions and Terms
 Bidding Requirements and Conditions
 Award and Execution of Contract
Scope of Work
 Control of Work
 Control of Material
 Legal relations and responsibility to public
 Prosecution and Progress
 Measurement and Payment
 Protection of Water Quality and Wetlands
 ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT SUPPLEMENTAL SPECIFICATION ERRATA FOR THE 1996 STANDARD SPECIFICATIONS
 Clearing and Grubbing
 Removal and disposal of structures
 Removal and disposal of underground storage tank system
 Removal of existing bridge structures
 Flowable select material
Stone backfill
Fence removed and reconstructed
 Removing and Replacing base course and asphalt surfacing
 Excavation and Embankment
 Subgrade
 Shaping Roadway Section
 Subgrade Preparation
 Trenching and Shoulder Preparation
 scarifing and recompacting shoulders
 Lime Treated Subgrade
 Selected Material
 Aggregate Base Course
 Reconstructed Base Course
 Quality Control and Acceptance
 Cement Treated Base Course
 Cement Stabilized Crushed Stone Base Course
 Portland Cement Concrete Base
 Open graded Portland Cement Concrete Base Course
 Prime and tack coats and emulsified asphalt in base course
 Asphalt Service Treatment
 Materials and Equipment for prime, tack, and asphalt surface treatments
 Design and quality control of asphalt mixtures
Asphalt concrete hot mix stabilized base course
 Asphalt concrete hot mix binder course
 Asphalt concrete hot mix surface course
 Asphalt concrete hot mix binder and surface courses for heavy traffic
 Materials and Equipment for asphalt concrete plant mix courses
 Construction Requirements and Acceptance of asphalt concrete plant mix courses
 Asphalt Concrete cold plant mix
Cold Milling Asphalt Pavement
 Asphalt Concrete hot mix seal course
 Asphalt concrete patching for maintenance of traffic
 Asphalt Concrete hot mix patching of existing asphalt roadway
 Recycled asphalt pavement
open graded asphalt base course
 Slurry Seal
 Portland Cement Concrete Pavement
 Reinforcing Steel for Pavement
 Continuously reinforced concrete pavement
 Approach Slabs and Gutters
 Portland Cement Concrete Driveway
 Potland Cement Concrete Corrugations
 Portland Cement Concrete Pavement Patching
 Joint Rehabilitation
 Grinding Portland Cement Concrete Pavement
 Portland Cement Concrete Shoulder (Add-on)
 Cleaning and Filling joints in existing concrete pavement
 Mobilization
 Furnishing Field Offices and Laboratories
 Maintenance of Traffic and Temporary Structures
 Traffic Control Devices in Construction Zones
 Concrete Ditch Paving
 Pipe Culverts
 Precast Reinforced Concrete Box Culverts
 Structural Plate Pipe and Arches
 Drop Inlets and Junction Boxes
 Manholes, Drop Inlets and Junction Boxes Adjusted to Grade
 Pipe Underdrains, Outlet Protectors, and Covers
 Pipe Siphons
 Steel Grate Assembly
 Concrete Spillway
 Pavement Repair over Culverts
 Automatic Floodgates
 Guardrail
 Guard Cable
 Fences
 Seeding
 Temporary Erosion Control Items and Devices
 Sod Mulch
 Second Seeding Application
 Solid Sodding
 Geotextile Fabric
 Erosion Control Matting
 Topsoil Furnished and Placed
 Gabions
 Rock Buttress
 Concrete Barrier Wall
 Concrete Island
 Concrete Walks and Steps
 Curbing
 Roadway Construction Control
 Bridge Construction Control
 Mailboxes
 Painting of Miscellaneous Steel
 Guardrail Moved and Reconstructed
 Actuated Controller
 Pre-timed Controller
 Flashing Beacon Controller
 Loop Detector
Loop Wiring in Ducts
 Traffic Signal Head
Pedestrian Signal Head
 Traffic Signal Cable
 Galvanized Steel Conduit
 PVC Conduit
 Concrete Pull Box
 Span Wire support Pole with Foundation
 Span Wire Assembly
 Traffic Signal Mast Arm and Pole with Foundation
 Traffic Signal Pedestal Pole with Foundation
 Treated Wood Pole
 Traffic Signal Equipment Performance Test
 Reflectorized Paint Pavement Markings
 Thermoplastic Pavement Markings
 Permanent Pavement Marking Tape
 Raised Pavement Marker
 Plowable Pavement Marker
 General Requirements for Signs
 Overhead, Bridge Mounted, and Cantilever Sign Structures
 Guide Sign
 Standard Sign
 Exit Number Panel
 Delineators
 Channel post Sign Support
 Breakaway Sign Support
 Impact Attenuation Barrier
 Crash Cushions
 Excavation and Backfilling
 Concrete for Structures
 Protective Surface Treatment for Concrete
 Reinforcing Steel for Structures
 Piling
 Bridge Railings
 Steel Structures
 Elastomeric Bearings
 Performed Joint Seal
 Closed Cell Joint Filler
 Sheet Piles
 Bridge Name Plate
 Dampproofing
 Membrane Waterproofing
 Timber Bridges
 Untreated and Treated Timber Piling
 Clearing and Painting existing Structural Steel
 Modification of Existing Bridge Structures
 Repair and Overlay of Concrete Bridge Decks
 SECTION 39: ASPHALT CONCRETE
 SECTION 40: PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 1: DEFINITIONS AND TERMS
 SECTION 2: PROPOSAL REQUIREMENTS AND CONDITIONS
 SECTION 3: AWARD AND EXECUTION OF CONTRACT
 SECTION 4: SCOPE OF WORK
 SECTION 5: CONTROL OF WORK
 SECTION 6: CONTROL OF MATERIALS
 SECTION 7: LEGAL RELATIONS AND RESPONSIBILITY
 SECTION 8: PROSECUTION AND PROGRESS
 SECTION 9: MEASUREMENT AND PAYMENT
 SECTION 10: DUST CONTROL
 SECTION 11: MOBILIZATION
 SECTION 12: CONSTRUCTION AREA TRAFFIC CONTROL DEVICES
 SECTIONS 13 AND 14: (BLANK)
 SECTIONS 13 AND 14: (BLANK)
 SECTION 15: EXISTING HIGHWAY FACILITIES
 SECTION 16: CLEARING AND GRUBBING
 SECTION 17: WATERING
 SECTION 18: DUST PALLIATIVE
 SECTION 19: EARTHWORK
 SECTION 20: EROSION CONTROL AND HIGHWAY PLANTING
 SECTION 21: (BLANK)
 SECTION 22: FINISHING ROADWAY
 SECTION 23: (BLANK)
 SECTION 24: LIME STABILIZATION
 SECTION 25: AGGREGATE SUBBASES
 SECTION 26: AGGREGATE BASES
 SECTION 27: CEMENT TREATED BASES
 SECTION 28: LEAN CONCRETE BASE
 SECTION 29: TREATED PERMEABLE BASES
 SECTION 37: BITUMINOUS SEALS
 SECTION 38: BLANK
 SECTION 39: ASPHALT CONCRETE
 SECTION 40: PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 41: PAVEMENT SUBSEALING AND JACKING
 SECTION 42: GROOVE AND GRIND PAVEMENT
 SECTIONS 43 THROUGH 48: (BLANK)
 SECTION 49: PILING
 SECTION 50: PRESTRESSING CONCRETE
 SECTION 51: CONCRETE STRUCTURES
 SECTION 52: REINFORCEMENT
 SECTION 53: SHOTCRETE
 SECTION 54: WATERPROOFING
 SECTION 55: STEEL STRUCTURES
 SECTION 56: SIGNS
 SECTION 57: TIMBER STRUCTURES
 SECTION 58: PRESERVATIVE TREATMENT OF LUMBER, TIMBER AND PILING
 SECTION 59: PAINTING
 SECTION 61: CULVERT AND DRAINAGE PIPE JOINTS
 SECTION 62: ALTERNATIVE CULVERTS
 SECTION 63: CAST-IN-PLACE CONCRETE PIPE
 SECTION 61: CULVERT AND DRAINAGE PIPE JOINTS
 SECTION 62: ALTERNATIVE CULVERTS
 SECTION 63: CAST-IN-PLACE CONCRETE PIPE
 SECTION 67: STRUCTURAL METAL PLATE PIPE
 SECTION 68: SUBSURFACE DRAINS
 SECTION 69: OVERSIDE DRAINS
 SECTION 70: MISCELLANEOUS FACILITIES
 SECTION 71: (BLANK)
 SECTION 72: SLOPE PROTECTION
 SECTION 73: CONCRETE CURBS AND SIDEWALKS
 SECTION 74: PUMPING PLANT EQUIPMENT
 SECTION 75: MISCELLANEOUS METAL
 SECTIONS 76 THROUGH 79: (BLANK)
 SECTION 80: FENCES
 SECTION 81: MONUMENTS
 SECTION 82: MARKERS AND DELINEATORS
 SECTION 83: RAILINGS AND BARRIERS
 SECTION 84: TRAFFIC STRIPES AND PAVEMENT MARKINGS
 SECTION 85: PAVEMENT MARKERS
 SECTION 86: SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS
 SECTION 87: (BLANK)
 SECTION 88: ENGINEERING FABRICS
 SECTION 89: (BLANK)
 SECTION 90: PORTLAND CEMENT CONCRETE
 SECTION 91: PAINT
 SECTION 92: ASPHALTS
 SECTION 93: LIQUID ASPHALTS
 SECTION 94: ASPHALTIC EMULSIONS
 SECTION 95: EPOXY
 Attachemnet B - Implementation of Design-Build Guidelines
 Implementation of Design-Build Guidelines
 Implemenatation of Design-Build Guidelines
Attachment B Draft: Colorado Department of Transportation Design-Build Guideines
Section 412 - PORTLAND CEMENT CONCRETE PAVEMENT
 Definitions and Terms
 Bidding Requirements and Conditions
 Award and Execution of Contract
 Scope of Work
 Control of Work
 Control of Material
 Legal Relations and Responsibility to Public
 Prosecution and Progress
 Measurement and Payment
 Clearing and Grubbing
 Removing of Structures and Obstructions
 Excavation and Embankment
 Excavation and Backfill for Structures
 Topsoil
 Erosion Control
 Watering and Dust Palliatives
 Reset Structures
 Seeding, Fertilizers and Sodding
 Mulching
 Planting
 Transplanting
 Soil Retention Covering
 Herbicide Treatment
 Enviromental, Health, and Safety Management
Plant Mix Bituminous Base Course
 Aggregate Base Course
 Recondition
 Lime Treated Subgrade
 Plant Mix Pavements- General
 Hot Bituminous Pavement
 Heating and Scarifying Treatment
 Cold Bituminous Pavement (Recycle)
 Prime Coat, Tack Coat, and Rejuvinating Agent
 Joint and Crack Sealant
 Sealcoat
 Bituminous Materials
 Portland Cement Concrete Pavement
 Geosynthetics
 Steel Sheet Piling
 Piling
 Drilled Caissons
 Cribbing
 Riprap
 Slope and Ditch Paving
 Timber Structures
 Steel Structures
 Structural Plate Structures
 Bearing Device
 Pedestrain and Bikeway Railing
 Waterproofing Membrane
 Dampproofing
 Waterproofing
 Waterstops and Expansion Joints
 Structural Concrete
 Reinforcing Steel
 Culverts and Sewers
 Manholes, Inlets, and Meter Vaults
 Subsurface Drains
 Guardrail
 Fences
 Sidewalks and Bikeways
 Curb Gutter
 Median Cover Material
 Cattle Guards
 Delineators and Reflectors
 Lighting
 Traffic Control Devices
 Water Control Devices
 Siphons
 Culvert Pipe
 Prestressed Concrete
 Water Lines
 Field Facilities
 Rest Areas and Building
 Irrigation System
 Corrosion Resistant Culverts
 Construction Surveying
 Mobilization
 Pavement Markings
 Survey Monumentation
 Construction Zone Traffic Control
 Hydraulic Cement
 Bituminous Materials
Aggregate
 Masonry Units
Joint, Waterproofing, and Bearing Materials
 Concrete and Clay Pipe
 Metal Pipe
 Paints
 Reinforcing Steel and Wire Rope
 Fence and Guardrail
 Concrete Curing Materials and Admixtures
 Miscellaneous
 Traffic Control Materials
 Prestressed Unit Materials
 Lighting Materials
 Water Line Materials
 Rest Area and building Materials
 SECTION 4.06 BITUMINOUS CONCRETE
 DEFINITION OF TERMS AND PERMISSIBLE ABBREVIATIONS
 CONTROL OR THE WORK
 CONTROL OF MATERIALS
 LEGAL RELATIONS AND RESPONSIBILITIES
 CLAIMS
 AWARD AND EXECUTION OF CONTRACT
 PROSECUTION AND PROGRESS
 Definition of Terms and Permissible Abbreviations
 Proposal Requirements and Conditions
 Award and Execution of Contract
 Scope of Work
Control of The Work
 Control of Materials
 Legal Relations and Responsibilities
 Prosecution and Progress
 Measurement and Payment
 Enviromental Compliance
 July 2000 Errata
 January 2000 Errata
 STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION FORM 815
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 1.08 PROSECUTION AND PROGRESS
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 1.01 DEFINITIONS OF TERMS AND PERMISSIBLE ABBREVIATIONS
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 1.01 DEFINITION OF TERMS AND PERMISSIBLE ABBREVIATIONS
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 1.03 AWARD AND EXECUTION OF CONTRACT
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 1.05 CONTROL OF THE WORK
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 1.06 CONTROL OF MATERIALS
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 1.07 LEGAL RELATIONS AND RESPONSIBILITIES
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 1.08 PROSECUTION AND PROGRESS
 SECTION 1.11 CLAIMS 1.11.01 – General: When filing a claim, the Contractor must follow the procedures set forth in this Section. It is the intent of the Department to compensate the Contractor for actual increased costs caused by or arising from acts or omissions on the part of the Department which violate legal or contractual
 January 2000 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 1.01 DEFINITION OF TERMS AND PERMISSIBLE ABBREVIATIONS Article 1.01.01 - Definitions:
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 1.03 AWARD AND EXECUTION OF CONTRACT Article 1.03.07 - Insurance:
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 1.04 SCOPE OF WORK Article 1.04.05 - Extra Work:
 SUMMARY OF THE JULY 2000 SUPPLEMENTAL SPECIFICATIONS TO THE STANDARD SPECIFICATIONS FORM 815
 SUMMARY OF THE JULY 2001 SUPPLEMENTAL SPECIFICATIONS TO THE STANDARD SPECIFICATIONS FORM 815
 SUMMARY OF THE JANUARY 2002 SUPPLEMENTAL SPECIFICATIONS TO THE STANDARD SPECIFICATIONS FORM 815
 SECTION 2.01 CLEARING AND GRUBBING
 SECTION 2.02 ROADWAY EXCAVATION, FORMATION OF EMBANKMENT AND DISPOSAL OF SURPLUS MATERIAL
 SECTION 2.03 STRUCTURE EXCAVATION
 SECTION 2.04 COFFERDAM AND DEWATERING
 SECTION 2.05 TRENCH EXCAVATION
 SECTION 2.06 DITCH EXCAVATION
 SECTION 2.07 BORROW
 SECTION 2.08 FREE-DRAINING MATERIAL
 SECTION 2.09 SUBGRADE
 SECTION 2.10 WATER POLLUTION CONTROL (SOIL EROSION)
 SECTION 2.12 SUBBASE
 SECTION 2.13 GRANULAR FILL
 SECTION 2.14 COMPACTED GRANULAR FILL
 SECTION 2.15 SOIL LOADING TEST
 SECTION 2.16 PERVIOUS STRUCTURE BACKFILL
SECTION 2.18 SEDIMENTATION CONTROL BALES
 SECTION 2.19 SEDIMENTATION CONTROL SYSTEM
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 2.05 TRENCH EXCAVATION
 SECTION 3.02 ROLLED GRANULAR BASE
 SECTION 3.03 CONCRETE BASE
 SECTION 3.04 PROCESSED AGGREGATE BASE
 SECTION 3.05 PROCESSED AGGREGATE
 SECTION 4.01 CONCRETE PAVEMENT
 SECTION 4.03 COLD RECLAIMED ASPHALT PAVEMENT
 SECTION 4.06 BITUMINOUS CONCRETE
 SECTION 4.11 ROLLED BANK GRAVEL SURFACE
 SECTION 4.13 TRAFFIC BOUND GRAVEL SURFACE
 SECTION 4.14 BITUMINOUS SURFACE TREATMENT
 SECTION 4.15 PRESSURE RELIEF JOINT
 STRUCTURES SECTION 5.01 GENERAL CLAUSES
 SECTION 5.02 TEMPORARY CROSSINGS
 SECTION 5.03 REMOVAL OF AND ALTERATIONS TO EXISTING BRIDGES
 SECTION 5.04 RAILROAD PROTECTION
 SECTION 5.06 RETAINING WALLS, ENDWALLS AND STEPS
 SECTION 5.07 CATCH BASINS, MANHOLES AND DROP INLETS
 SECTION 5.08 SHEAR CONNECTORS
 SECTION 5.09 WELDED STUDS
 SECTION 5.13 POLYVINYL CHLORIDE PLASTIC PIPE
 SECTION 5.14 PRESTRESSED CONCRETE MEMBERS
 SECTION 5.21 ELASTOMERIC BEARING PADS
 SECTION 5.22 ELASTOMERIC COMPRESSION SEAL
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 5.06 RETAINING WALLS, ENDWALLS AND STEPS
 SECTION 6.01 CONCRETE FOR STRUCTURES
 SECTION 6.02 REINFORCING STEEL
 SECTION 6.03 STRUCTURAL STEEL
 SECTION 6.05 MASONRY FACING
 SECTION 6.06 CEMENT RUBBLE MASONRY
 SECTION 6.07 DRY RUBBLE MASONRY
 SECTION 6.09 REPOINTED MASONRY
 SECTION 6.11 SHOTCRETE
 SECTION 6.12 CONCRETE CYLINDER CURING BOX
 SECTION 6.51 CULVERTS
 SECTION 6.52 CULVERT ENDS
 SECTION 6.53 CLEAN EXISTING DRAINAGE SYSTEM
 MEMBRANE WATERPROOFING (WOVEN CLASS FABRIC
 SECTION 7.02 PILES
 SECTION 7.03 RIPRAP
 SECTION 7.04 GABIONS
 SECTION 7.05 SLOPE PAVING
 SECTION 7.07 MEMBRANE WATERPROOFING (WOVEN GLASS FABRIC)
 SECTION 7.08 DAMPPROOFING
 SECTION 7.11 CONCRETE CRIB RETAINING WALL
 SECTION 7.13 PERMANENT STEEL SHEET PILING
 SECTION 7.14 TEMPORARY SHEET PILING
 SHEET PILING MATERIAL LEFT IN PLACE 7.15.01 and 7.15.02
 SECTION 7.25 BAGGED STONE 7.25.01
 SECTION 7.28 CRUSHED STONE FOR SLOPE PROTECTION
 SECTION 7.29 SEDIMENTATION BOWLS 7.29.01
 SECTION 7.30 GRANITE BLOCK SLOPE PROTECTION
 SECTION 7.32 CONCRETE BLOCK SLOPE PROTECTION
 SECTION 7.51 UNDERDRAIN AND OUTLETS
 SECTION 7.55 GEOTEXTILE
 SECTION 8.03 PAVED DITCHES AND CHANNELS
 SECTION 8.11 CONCRETE CURBING
 SECTION 8.12 DOWELED CONCRETE CURBING
 SECTION 8.13 STONE CURBING
 SECTION 8.14 RESET STONE CURBING
 SECTION 8.15 BITUMINOUS CONCRETE CURBING
 SECTION 8.16 GRANITE SLOPE CURBING
 SECTION 8.17 GRANITE STONE CURBING FOR BRIDGES
 SECTION 8.18 PROTECTIVE COMPOUND FOR BRIDGES
 SECTION 8.19 PENETRATING SEALER PROTECTIVE COMPOUND
 SECTION 8.21 PRECAST CONCRETE BARRIER CURB
 SECTION 8.22 TEMPORARY PRECAST CONCRETE BARRIER CURB
 SECTION 9.04 METAL BRIDGE RAIL 9.04.01--Description: This railing shall be selected from the different types of railing shown on the bridge plans and shall consist of metal pipe and fittings, structural steel shapes, castings or other material, anchor bolts, hardware fasteners, anchorages and terminal elements for connection to bridge parapets and fabricated in accordance with the dimensions and details given, and erected where shown on the plans or as ordered, in accordance with these specifications.
SECTION 9.05 STONE WALL FENCE 9.05.01--Description: This item shall consist of approved rubble stones laid without the use of mortar to form a standard stone wall fence of the dimensions and details shown on the plans, constructed where indicated on the plans or as ordered and in accordance with these specifications. The foundation courses shall be of large stones, and the thinnest courses shall be placed toward the top of the wall. Vertical joints shall be broken and the wall bound together with each fourth to sixth stone a header. Headers shall be evenly distributed throughout the wall. The exposed sides and top of the wall shall be roughly faced within the minimum and maximum dimensions called for, and all exposed stones shall fit neatly.
SECTION 9.06 WIRE FENCE 9.06.01--Description: This item shall consist of wire fencing supported by wood or metal posts erected as shown on the plans or as ordered and in accordance with these specifications.
SECTION 9.07 BARWAYS 9.07.01--Description: These barways shall consist of wood posts and rails with the necessary fittings, erected in the locations and to the dimensions and details shown on the plans or as ordered and in accordance with these specifications. 9.07.02--Materials: The materials for this work shall conform to the requirements of Article M.10.03.
SECTION 9.08 FARM WALL FENCE 9.08.01--Description: This item shall consist of approved rubble stones laid without the use of mortar to form a farm wall fence of the dimensions and details shown on the plans, constructed where indicated on the plans or as ordered, and in accordance with these specifications. The foundation courses shall be of large stones, and the thinnest courses shall be placed toward the top of the wall. Vertical joints shall be broken as much as possible, and the wall bound together with occasional headers to form a structurally stable wall. Uniformity of either face or top within the minimum and maximum dimensions called for will not be required.
SECTION 9.10 METAL BEAM RAIL 9.10.01--Description: The railing shall consist of a single or double line of rail elements fastened to steel posts, with or without rub rail, and the appropriate treatment at fixed objects, bridge parapets and terminal ends as shown on the plans. It shall be erected in the locations given and fabricated in accordance with the locations, designation, dimensions and details shown on the plans or as ordered by the Engineer. The alteration or conversion of the existing metal beam rail to the type specified shall be accomplished in conformity with the lines, grades, dimensions and details shown on the plans or as ordered by the Engineer.
SECTION 9.11 METAL BEAM RAIL ANCHORAGES 9.11.01--Description: This work shall consist of rail elements, terminal section, posts, concrete end anchor and fittings. 9.11.02--Materials: The materials for this work shall conform to the requirements of Article M.10.02. Nonshrink grout shall conform to subarticle M.03.01.-12. 9.11.03--Construction Methods : Anchorages, channels, rails, terminal sections and fittings shall be placed as indicated on the plans and in a workmanlike manner. In excavating for the anchorages, the excavation shall be backfilled with suitable material and compacted in 150 mm layers. Any surplus material remaining after the completed installation shall be removed by the Contractor.
SECTION 9.12 REMOVE AND RESET POSTS, CABLE GUIDE RAIL AND METAL BEAM RAIL 9.12.01--Description: This work shall consist of removing existing single posts, existing sections of guide railing and metal beam rail complete, including wire rope, metal beam, fittings, anchorages and posts, and reconstructing the railing in the locations indicated on the plans or as ordered. Any parts of the railing damaged or missing shall be replaced with new parts conforming to the requirements of the specifications.
SECTION 9.13 CHAIN LINK FENCE 9.13.01--Description: Work under this item shall consist of furnishing and installing woven wire fencing and gates of the type and height specified and supported by metal posts erected where indicated on the plans or as ordered and in conformity with these specifications.
SECTION 9.14 METAL HANDRAIL 9.14.01--Description: This item shall consist of furnishing and installing a 38 mm Welded and Seamless Steel pipe hand-railing on the proposed concrete steps, as shown on the plans, or as directed by the Engineer.
SECTION 9.15 TREE ROOT PROTECTION 9.15.01--Description: This item shall consist of the protection of selected trees, shrubs, or other woody plants by placing pervious material to protect the root system, as shown on the plans, and in accordance with these specifications.
SECTION 9.16 NOISE BARRIER WALL 9.16.01--Description: This work shall consist of furnishing and constructing noise barriers in the locations and to the dimensions and details shown on the plans or as ordered by the Engineer. Unless a specific type of wall is required by the plans, the Contractor may select any one of the types whose details are shown on the plans. The Contractor shall identify by type and name, in his proposal, the specific type of wall for each location upon which his bid is based. The type of noise barrier wall mounted on a structure may be different from the type of wall used on the adjacent roadway. If the contractor proposes to use different types of wall, he shall design the transition or connection of the two types and submit the design and details to the Engineer for overall consideration, review and approval prior to furnishing material. Rock in so far as it applies to "Rock in Pole Excavation" shall be defined as rock in definite ledge formation, boulders or portions of boulders, cement masonry structures, concrete structures or portland cement concrete pavement which has a cross-sectional area that exceeds fifty percent (50%) of the cross-sectional area of the designed pier hole.
SECTION 9.18 THREE-CABLE GUIDE RAILING (I-BEAM POSTS) AND ANCHORAGES 9.18.01--Description: This railing shall consist of three wire cables attached to American Standard Beam Posts, as indicated on the plan, installed in the locations indicated and in accordance with the dimensions and details shown on the plans or as ordered and in conformity with these specifications. Anchorages shall consist of the necessary concrete anchors or "deadman," end posts with base plates, anchor assemblies, turnbuckle cable-end assemblies and spring cable-end assemblies (compensating device), singly or in combination, appurtenance hardware and the necessary excavation and backfill, all installed in the locations indicated or ordered in accordance with the dimensions and details shown on the plans or as ordered and in conformity with these specifications.
SECTION 9.21 CONCRETE SIDEWALKS 9.21.01--Description: This item shall consist of concrete sidewalks constructed on a gravel or reclaimed miscellaneous aggregate base course in the locations and to the dimensions and details shown on the plans or as ordered and in accordance with these specifications.
SECTION 9.22 BITUMINOUS CONCRETE SIDEWALK BITUMINOUS CONCRETE DRIVEWAY 9.22.01--Description: This item shall consist of bituminous concrete surfaced sidewalk or driveway constructed on a gravel or reclaimed miscellaneous aggregate base course in the locations and to the dimensions and details shown on the plans or as directed by the Engineer and in accordance with these specifications.
SECTION 9.23 BITUMINOUS CONCRETE FOR PATCHING 9.23.01--Description: The work under this item shall consist of the temporary patching of roadway surfaces or pedestrian passways which have become rutted, broken, damaged or otherwise unserviceable, and at such other locations as the Engineer may designate.
SECTION 9.24 CONCRETE RAMPS 9.24.01--Description: This item shall consist of concrete ramps constructed on a gravel or reclaimed miscellaneous aggregate base in the locations and to the dimensions and details shown on the plans or as ordered and in accordance with these specifications. 9.24.02--Materials: Materials for this work shall conform to
SECTION 9.25 PAVEMENT FOR RAILING 9.25.01--Description: The work under this item shall consist of any excavation found necessary for the placing of a course of bituminous concrete, shaping and compacting of the foundation material for the bituminous concrete, and the furnishing and placing of a single course of bituminous concrete at locations where rail or railing is to be constructed in accordance with the limits and details shown in the plans or as directed by the Engineer.
SECTION 9.30 OBJECT MARKER 9.30.01--Description: This item shall consist of furnishing and installing an object marker at locations shown on the plans or as ordered and in accordance with these specifications. 9.30.02--Materials: Aluminum sign blanks shall conform to the requirements of Article M.18.13. Reflective sheeting shall conform to the requirements of Article M.18.09. Silk screening shall conform to the requirements specified by the reflective sheeting manufacturer. Steel posts shall conform to the requirements of Article M.18.14. Sign mounting bolts and nuts shall conform to the requirements of Article M.18.15.
SECTION 9.39 SWEEPING FOR DUST CONTROL 9.39.01--Description: This item shall consist of furnishing a pickup sweeper and accessory equipment and utilizing it for the removal of earth and/or other dust producing materials from paved surfaces for the purpose of allaying dust conditions.
SECTION 9.41 SERVICE BRIDGES 9.41.01--Description: This item shall consist of the construction, placing and removal of service bridges constructed in accordance with these specifications and erected where indicated or directed. The purpose of these bridges is to permit traffic to cross over open trenches or newly constructed sections of concrete pavement or concrete base course without injury to the concrete.
SECTION 9.42 CALCIUM CHLORIDE FOR DUST CONTROL 9.42.01--Description: This item shall consist of furnishing calcium chloride and spreading it on the subgrade or in other areas of a project under construction, for the purpose of allaying dust conditions.
SECTION 9.43 WATER FOR DUST CONTROL 9.43.01--Description: This item shall consist of furnishing water equipment, water, and applying it for the purpose of allaying dust conditions.
SECTION 9.44 TOPSOIL 9.44.01--Description: This work shall consist of furnishing, placing and shaping topsoil in areas shown on the plans or where directed by the Engineer. The topsoil shall be placed to the depth stated in the contract.
SECTION 9.45 WILDFLOWER ESTABLISHMENT 9.45.01--Description: The work included in this item shall consist of providing an accepted stand of established wildflowers by furnishing and placing seed, and mulch on all areas to be treated as shown on the plans or where designated by the Engineer.
SECTION 9.46 LIMING 9.46.01--Description: The work included under this item consists of furnishing and placing agricultural ground dolomitic limestone on those areas designated by the Engineer.
SECTION 9.47 BUS PASSENGER SHELTER 9.47.01--Description: This item shall consist of the furnishing and installation of bus passenger shelters in the locations as shown on the plans or directed by the Engineer.
SECTION 9.49 FURNISHING, PLANTING and MULCHING TREES, SHRUBS, VINES and GROUND COVER PLANTS 9.49.01--Description: The work under these items shall consist of furnishing, planting and mulching trees, shrubs, vines and ground cover plants of the type and size indicated on the plans or special provisions. It shall also include all incidental operations, such as the care of the living plants and the replacement of dead and unsatisfactory plants or unsatisfactory materials before final acceptance of the contract.
SECTION 9.50 TURF ESTABLISHMENT 9.50.01--Description: The work included in this item shall consist of providing an accepted uniform stand of established perennial turf grasses by furnishing and placing fertilizer, seed, and mulch on all areas to be treated as shown on the plans or where designated by the Engineer. The work will also include the installation of erosion control matting consisting of mulch and netting woven together as one unit where shown on the plans or as directed by the Engineer.
SECTION 9.51 ROCK EXCAVATION FOR PLANTING 9.51.01--Description: When solid ledge rock, concrete pavement, or boulders 0.5 m3 in size or greater, are encountered in the planting area, the Contractor shall notify the Engineer who will determine whether the rock or concrete pavement shall be removed or the plant or plants relocated. Rock or concrete pavement as defined herein shall not be removed without the permission of the Engineer.
SECTION 9.52 SELECTIVE CLEARING AND THINNING 9.52.01--Description: This work shall consist of cutting, trimming and removal of trees, stumps, brush, rubbish and objectionable material located within the highway limits and appurtenant areas. Materials to be cut, trimmed or removed shall be as shown on the plans.
SECTION 9.53 SODDING 9.53.01--Description: Work under this item shall consist of furnishing and placing of live sod and also the furnishing and preparing a sodbed composed of 100 mm, after tamping, of approved topsoil in the areas designated on the plans or where directed by the Engineer and in conformance with these specifications.
SECTION 9.70 TRAFFICPERSON 9.70.01 - Description: Under this item the Contractor shall provide the services of Trafficpersons of the type and number, and for such periods, as the Engineer approves for the control and direction of vehicular traffic and pedestrians. On a weekly basis, the Contractor shall inform the Engineer of their scheduled operations for the following week and the number of Trafficpersons requested. The Engineer shall review this schedule and approve the type and number of Trafficpersons required.
SECTION 9.71 MAINTENANCE AND PROTECTION OF TRAFFIC 9.71.01--Description: Unless other provisions are made on the plans or in the special provisions of the contract, the Contractor shall keep the roadway under construction open to traffic for the full length of the project and shall provide a sufficient number of travel lanes and pedestrian passways to move that traffic ordinarily using the roadway. The travel lanes and pedestrian passways shall be drained and kept reasonably smooth and in suitable condition at all times in order to provide minimum interference to traffic consistent with the proper prosecution of the work.
SECTION 9.73 SAFETY PATROL SERVICE 9.73.01--Description: Under this item, the Contractor shall provide safety patrol services within the limits of the construction project open to the traveling public and on project-connected State-established detours open to the traveling public when and for such period as ordered by the Engineer.
SECTION 9.74 REMOVAL OF EXISTING MASONRY 9.74.01--Description: This work shall include the removal and satisfactory disposal of all retaining walls constructed of dry masonry, cement rubble masonry or concrete, and bridge substructures, the removal of which is necessary to the final completion of the work.
SECTION 9.75 MOBILIZATION 9.75.01--Description: This item shall consist of all work necessary for the movement of personnel and equipment to the project site, and for the establishment of all Contractor's field offices, buildings and other facilities necessary to the performance of the work.
SECTION 9.76 BARRICADE WARNING LIGHTS 9.76.01--Description: This item shall include furnishing and maintaining designated type barricade warning lights on signs and barricades and elsewhere as ordered by the Engineer.
SECTION 9.77 TRAFFIC CONE 9.77.01--Description: Under this item the Contractor shall furnish all reflectorized orange traffic cones required on the project to conform to the requirements as stated in the item "Maintenance and Protection of Traffic," as shown on the plans and as directed by the Engineer. The Contractor shall have, available on the project, a sufficient number of traffic cones to fulfill all the requirements as specified in the contract and to replace those traffic cones which have become damaged.
SECTION 9.78 TRAFFIC DRUM 9.78.01--Description: Under this item the Contractor shall furnish all traffic drums required on the project to conform to the traffic patterns, as indicated in the "Maintenance and Protection of Traffic," as shown on the plans and as directed by the Engineer.
SECTION 9.79 CONSTRUCTION BARRICADES 9.79.01--Description: Under this item the Contractor shall furnish all construction barricades of the specified type required on the project to conform to the requirements stated in the item "Maintenance and Protection of Traffic," as shown on the plans and as directed by the Engineer.
SECTION 9.80 CONSTRUCTION STAKING 9.80.01--Description: The work under this item shall consist of all construction layout and reference staking necessary for the proper control and satisfactory completion of all work on the project, except property lines, highway lines, or non-access lines.
SECTION 9.81 1 METER TRAFFIC CONE 9.81.01--Description: This item shall consist of furnishing 1.07 m reflectorized traffic cones required on the project in conformance with the traffic control plans, as indicated in the "Maintenance and Protection of Traffic," as shown on the plans or as directed by the Engineer. The Contractor shall have available on the project a sufficient number of traffic cones to fulfill all the requirements as specified in the contract and to replace those which have become damaged.
SECTION 9.99 DISPOSAL OF BUILDINGS 9.99.01--Description: Under this item, the Contractor shall, if ordered by the Engineer, dispose of any or all buildings within the right of way or slope limits, or both, as shown on the plans and on the supplemental sheet entitled "Disposal of Buildings," which is made a part of the proposal. Upon written order of the Engineer to dispose of any building, said building shall become the property of the Contractor; and he shall, at his option, demolish, remove or otherwise dispose of said building. Upon receipt of said notice, the Contractor shall accept title and ownership of such buildings as listed thereon, also all risk of loss and any and all liability in connection therewith, and shall not rent or otherwise use them without written permission of the Engineer.
SECTION 10.00 GENERAL CLAUSES FOR HIGHWAY ILLUMINATION AND TRAFFIC SIGNAL PROJECTS
 SECTION 10.01 TRENCHING AND BACKFILLING
 SECTION 10.02 LIGHT STANDARD AND TRAFFIC CONTROL FOUNDATIONS
 SECTION 10.03 LIGHT STANDARDS
 SECTION 10.04 ROADWAY LUMINAIRE
 SECTION 10.06 UNDERBRIDGE LUMINAIRE
 SECTION 10.08 ELECTRICAL CONDUIT
 SECTION 10.09 CAST IRON JUNCTION BOX
 SECTION 10.10 CONCRETE HANDHOLE
 SECTION 10.11 100 MILLIMETER DRAIN PIPE
 SECTION 10.12 SINGLE CONDUCTOR
 SECTION 10.14 CABLE IN DUCT
 SECTION 10.15 GROUNDING CONDUCTOR
 SECTION 10.17 SERVICE ENTRANCE AND CABINET
 SECTION 10.18 NAVIGATION LIGHT
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 10.17
 SECTION 11.01 POLE ANCHOR
 SECTION 11.02 PEDESTALS
 SECTION 11.03 SPAN POLE
 SECTION 11.04 MAST ARM ASSEMBLY
 SECTION 11.05 TRAFFIC SIGNALS
 SECTION 11.06 PEDESTRIAN SIGNAL
 SECTION 11.07 PEDESTRIAN PUSH BUTTON
 SECTION 11.08 CONTROLLERS
 SECTION 11.10 PRESSURE-SENSITIVE VEHICLE DETECTOR
 SECTION 11.11 LOOP VEHICLE DETECTOR AND SAWCUT
 SECTION 11.12 MAGNETIC VEHICLE DETECTOR
 SECTION 11.13 CONTROL CABLE
 SECTION 11.14 MESSENGER AND SPAN WIRE
 SECTION 11.15 POLYVINYL CHLORIDE CONDUIT
 SECTION 11.16 ILLUMINATED SIGNS
 SECTION 11.17 ALTERNATE FLASHING SIGNALS FOR WARNING SIGNS
 SECTION 11.18 REMOVAL AND/OR RELOCATION OF TRAFFIC SIGNAL EQUIPMENT
 SECTION 11.30 HIGH MOUNTED INTERNALLY ILLUMINATED FLASHING ARROW
 SECTION 11.31 CHANGEABLE MESSAGE SIGN REMOTE CONTROLLED CHANGEABLE MESSAGE SIGN
 SECTION 12.00 GENERAL CLAUSES FOR HIGHWAY SIGNING
 SECTION 12.06 REMOVAL OF EXISTING SIGNING REMOVAL OF EXISTING OVERHEAD SIGNING
 SECTION 12.03 SIDE MOUNTED SIGN FOUNDATION
 SECTION 12.04 SIGN PANEL OVERLAY
 SECTION 12.05 DELINEATORS
 SECTION 12.07 SIGN FACE - EXTRUDED ALUMINUM (TYPE III REFLECTIVE SHEETING)
 SECTION 12.08 SIGN FACE--SHEET ALUMINUM
 SECTION 12.09 PAINTED PAVEMENT MARKINGS
SECTION 12.10 EPOXY RESIN PAVEMENT MARKINGS, SYMBOLS AND LEGENDS
 SECTION 12.11 REMOVAL OF PAVEMENT MARKINGS 12.11.01--Description: This item shall consist of removal of pavement markings, of the type specified, as called for on the plans or as directed by the Engineer.
SECTION 12.12 TEMPORARY PLASTIC PAVEMENT MARKING TAPE 12.12.01--Description: This item shall consist of furnishing, installing and removing temporary plastic pavement marking tape of the color and width specified at the locations shown on the plans or as directed by the engineer.
SECTION 12.14 PREFORMED BLACK LINE MASK PAVEMENT MARKING TAPE 12.14.01 - Description: This item shall consist of furnishing, installing, and removing preformed, patterned, black line mask pavement marking tape of the width specified to temporarily cover existing pavement markings in accordance with this provision and in conformance with the plans and as directed by the Engineer.
SECTION 12.15 TUBULAR SIGN SUPPORT STRUCTURE 12.15.01--Description: This item shall consist of furnishing, fabricating, surface preparation, transporting, and erecting a tubular cantilever sign support or a tubular sign support structure, at the location shown on the plans or as directed by the Engineer. This item shall not include the anchor bolt assemblies, the actual sign panels, or concrete foundations.
SECTION 12.16 BLACK EPOXY RESIN PAVEMENT MARKINGS BLACK EPOXY RESIN SYMBOLS AND LEGENDS 12.16.01 - Description: This item shall consist of furnishing and installing black epoxy resin pavement markings of the width specified and black epoxy resin symbols and legends to cover existing markings in accordance with this provision and in conformance with the plans or as directed by the Engineer.
SECTION 12.20 CONSTRUCTION SIGNS -- TYPE III REFLECTIVE SHEETING 12.20.01--Description: Under this item the Contractor shall furnish sheet aluminum or plywood construction signs and their required portable supports or metal sign posts on the project to conform to the signing requirements stated in the item "Maintenance and Protection of Traffic," as shown on the plans and/or as directed by the Engineer. The Contractor shall furnish a sufficient number of signs to provide the signing patterns for all operations which are being undertaken concurrently.
CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION 12.00 GENERAL CLAUSES FOR HIGHWAY SIGNING
SECTIONS 13.00, 14.00, 15.00, 16.00 UTILITIES Utilities paid under Sections 13.00, 14.00, 15.00 and 16.00 without a Special Provision will conform to the requirements of the pertinent sections of the Standard Specifications for the specified item.
SECTION 18.00 GENERAL CLAUSES IMPACT ATTENUATION SYSTEMS 18.00.01--Description: This item shall consist of furnishing a vehicular Impact-Attenuation System in accordance with the specifications herein and in conformity to the design, line, grades and dimensions shown on the plans or as directed by the Engineer. This work shall also include construction of related structures required for the system.
SECTION 18.01 REPAIR OF IMPACT ATTENUATION SYSTEMS 18.01.01--Description: This item shall consist of providing the repair of a damaged Impact Attenuator of the kind and type specified. 18.01.02--Materials: The materials for this work shall conform to the manufacturer's requirements or as specified in the plans.
SECTION 18.02 TYPE A--IMPACT ATTENUATION SYSTEM 18.02.01--Description: Work under this item shall consist of furnishing and installing sand inertial barrier modules of the size, configuration and location shown on the plans or as directed by the Engineer. 18.02.02--Materials: The sand inertial barrier modules shall be designed and manufactured of materials which will shatter upon vehicular impact to permit dispersion of the sand mass contained therein and shall be ultraviolet ray stabilized to permit long term installations. The material shall not create a hazard when the modules are impacted.
SECTION 18.03 TYPE B--IMPACT-ATTENUATION SYSTEM 18.03.01--Description: Work under this item consists of furnishing and constructing crushable foam cartridge impact attenuation devices in conformance with the design, line, grades and dimensions shown on the plans or as directed by the Engineer.
SECTION 18.04 TYPE C--IMPACT-ATTENUATION SYSTEM 18.04.01--Description: Work under this item shall consist of furnishing and installing a Connecticut Impact Attenuation System (CIAS) in conformance with the design, line, grades and dimensions shown on the plans, or as directed by the Engineer.
SECTION 18.06 TYPE D PORTABLE IMPACT-ATTENUATION SYSTEM 18.06.01--Description: This item shall consist of the furnishing of and use of a self contained, lightweight portable impact-attenuation system in accordance with the requirements of this section and the design plans or as directed by the Engineer.
SECTION 18.07 TEMPORARY IMPACT ATTENUATION SYSTEM 18.07.01--Description: Work under this item shall consist of furnishing, installing, removing and when required, the relocation of a Temporary Impact Attenuation System of the type and size specified, in the locations shown on the plans or as directed by the Engineer.
SECTION 9.04 METAL BRIDGE RAIL 9.04.01--Description: This railing shall be selected from the different types of railing shown on the bridge plans and shall consist of metal pipe and fittings, structural steel shapes, castings or other material, anchor bolts, hardware fasteners, anchorages and terminal elements for connection to bridge parapets and fabricated in accordance with the dimensions and details given, and erected where shown on the plans or as ordered, in accordance with these specifications.
SECTION 9.05 STONE WALL FENCE 9.05.01--Description: This item shall consist of approved rubble stones laid without the use of mortar to form a standard stone wall fence of the dimensions and details shown on the plans, constructed where indicated on the plans or as ordered and in accordance with these specifications. The foundation courses shall be of large stones, and the thinnest courses shall be placed toward the top of the wall. Vertical joints shall be broken and the wall bound together with each fourth to sixth stone a header. Headers shall be evenly distributed throughout the wall. The exposed sides and top of the wall shall be roughly faced within the minimum and maximum dimensions called for, and all exposed stones shall fit neatly.
SECTION 9.06 WIRE FENCE 9.06.01--Description: This item shall consist of wire fencing supported by wood or metal posts erected as shown on the plans or as ordered and in accordance with these specifications.
SECTION 9.07 BARWAYS 9.07.01--Description: These barways shall consist of wood posts and rails with the necessary fittings, erected in the locations and to the dimensions and details shown on the plans or as ordered and in accordance with these specifications. 9.07.02--Materials: The materials for this work shall conform to the requirements of Article M.10.03.
SECTION 9.08 FARM WALL FENCE 9.08.01--Description: This item shall consist of approved rubble stones laid without the use of mortar to form a farm wall fence of the dimensions and details shown on the plans, constructed where indicated on the plans or as ordered, and in accordance with these specifications. The foundation courses shall be of large stones, and the thinnest courses shall be placed toward the top of the wall. Vertical joints shall be broken as much as possible, and the wall bound together with occasional headers to form a structurally stable wall. Uniformity of either face or top within the minimum and maximum dimensions called for will not be required.
SECTION 9.10 METAL BEAM RAIL 9.10.01--Description: The railing shall consist of a single or double line of rail elements fastened to steel posts, with or without rub rail, and the appropriate treatment at fixed objects, bridge parapets and terminal ends as shown on the plans. It shall be erected in the locations given and fabricated in accordance with the locations, designation, dimensions and details shown on the plans or as ordered by the Engineer. The alteration or conversion of the existing metal beam rail to the type specified shall be accomplished in conformity with the lines, grades, dimensions and details shown on the plans or as ordered by the Engineer.
SECTION 9.11 METAL BEAM RAIL ANCHORAGES 9.11.01--Description: This work shall consist of rail elements, terminal section, posts, concrete end anchor and fittings. 9.11.02--Materials: The materials for this work shall conform to the requirements of Article M.10.02. Nonshrink grout shall conform to subarticle M.03.01.-12. 9.11.03--Construction Methods : Anchorages, channels, rails, terminal sections and fittings shall be placed as indicated on the plans and in a workmanlike manner. In excavating for the anchorages, the excavation shall be backfilled with suitable material and compacted in 150 mm layers. Any surplus material remaining after the completed installation shall be removed by the Contractor.
SECTION 9.12 REMOVE AND RESET POSTS, CABLE GUIDE RAIL AND METAL BEAM RAIL 9.12.01--Description: This work shall consist of removing existing single posts, existing sections of guide railing and metal beam rail complete, including wire rope, metal beam, fittings, anchorages and posts, and reconstructing the railing in the locations indicated on the plans or as ordered. Any parts of the railing damaged or missing shall be replaced with new parts conforming to the requirements of the specifications.
SECTION 9.13 CHAIN LINK FENCE 9.13.01--Description: Work under this item shall consist of furnishing and installing woven wire fencing and gates of the type and height specified and supported by metal posts erected where indicated on the plans or as ordered and in conformity with these specifications.
SECTION 9.14 METAL HANDRAIL 9.14.01--Description: This item shall consist of furnishing and installing a 38 mm Welded and Seamless Steel pipe hand-railing on the proposed concrete steps, as shown on the plans, or as directed by the Engineer.
SECTION 9.15 TREE ROOT PROTECTION 9.15.01--Description: This item shall consist of the protection of selected trees, shrubs, or other woody plants by placing pervious material to protect the root system, as shown on the plans, and in accordance with these specifications.
SECTION 9.16 NOISE BARRIER WALL 9.16.01--Description: This work shall consist of furnishing and constructing noise barriers in the locations and to the dimensions and details shown on the plans or as ordered by the Engineer. Unless a specific type of wall is required by the plans, the Contractor may select any one of the types whose details are shown on the plans. The Contractor shall identify by type and name, in his proposal, the specific type of wall for each location upon which his bid is based. The type of noise barrier wall mounted on a structure may be different from the type of wall used on the adjacent roadway. If the contractor proposes to use different types of wall, he shall design the transition or connection of the two types and submit the design and details to the Engineer for overall consideration, review and approval prior to furnishing material. Rock in so far as it applies to "Rock in Pole Excavation" shall be defined as rock in definite ledge formation, boulders or portions of boulders, cement masonry structures, concrete structures or portland cement concrete pavement which has a cross-sectional area that exceeds fifty percent (50%) of the cross-sectional area of the designed pier hole.
SECTION 9.18 THREE-CABLE GUIDE RAILING (I-BEAM POSTS) AND ANCHORAGES 9.18.01--Description: This railing shall consist of three wire cables attached to American Standard Beam Posts, as indicated on the plan, installed in the locations indicated and in accordance with the dimensions and details shown on the plans or as ordered and in conformity with these specifications. Anchorages shall consist of the necessary concrete anchors or "deadman," end posts with base plates, anchor assemblies, turnbuckle cable-end assemblies and spring cable-end assemblies (compensating device), singly or in combination, appurtenance hardware and the necessary excavation and backfill, all installed in the locations indicated or ordered in accordance with the dimensions and details shown on the plans or as ordered and in conformity with these specifications.
SECTION 9.21 CONCRETE SIDEWALKS 9.21.01--Description: This item shall consist of concrete sidewalks constructed on a gravel or reclaimed miscellaneous aggregate base course in the locations and to the dimensions and details shown on the plans or as ordered and in accordance with these specifications.
SECTION 9.22 BITUMINOUS CONCRETE SIDEWALK BITUMINOUS CONCRETE DRIVEWAY 9.22.01--Description: This item shall consist of bituminous concrete surfaced sidewalk or driveway constructed on a gravel or reclaimed miscellaneous aggregate base course in the locations and to the dimensions and details shown on the plans or as directed by the Engineer and in accordance with these specifications.
SECTION 9.23 BITUMINOUS CONCRETE FOR PATCHING 9.23.01--Description: The work under this item shall consist of the temporary patching of roadway surfaces or pedestrian passways which have become rutted, broken, damaged or otherwise unserviceable, and at such other locations as the Engineer may designate.
SECTION 9.24 CONCRETE RAMPS 9.24.01--Description: This item shall consist of concrete ramps constructed on a gravel or reclaimed miscellaneous aggregate base in the locations and to the dimensions and details shown on the plans or as ordered and in accordance with these specifications. 9.24.02--Materials: Materials for this work shall conform to
SECTION 9.25 PAVEMENT FOR RAILING 9.25.01--Description: The work under this item shall consist of any excavation found necessary for the placing of a course of bituminous concrete, shaping and compacting of the foundation material for the bituminous concrete, and the furnishing and placing of a single course of bituminous concrete at locations where rail or railing is to be constructed in accordance with the limits and details shown in the plans or as directed by the Engineer.
SECTION 9.30 OBJECT MARKER 9.30.01--Description: This item shall consist of furnishing and installing an object marker at locations shown on the plans or as ordered and in accordance with these specifications. 9.30.02--Materials: Aluminum sign blanks shall conform to the requirements of Article M.18.13. Reflective sheeting shall conform to the requirements of Article M.18.09. Silk screening shall conform to the requirements specified by the reflective sheeting manufacturer. Steel posts shall conform to the requirements of Article M.18.14. Sign mounting bolts and nuts shall conform to the requirements of Article M.18.15.
SECTION 9.39 SWEEPING FOR DUST CONTROL 9.39.01--Description: This item shall consist of furnishing a pickup sweeper and accessory equipment and utilizing it for the removal of earth and/or other dust producing materials from paved surfaces for the purpose of allaying dust conditions.
SECTION 9.41 SERVICE BRIDGES 9.41.01--Description: This item shall consist of the construction, placing and removal of service bridges constructed in accordance with these specifications and erected where indicated or directed. The purpose of these bridges is to permit traffic to cross over open trenches or newly constructed sections of concrete pavement or concrete base course without injury to the concrete.
SECTION 9.42 CALCIUM CHLORIDE FOR DUST CONTROL 9.42.01--Description: This item shall consist of furnishing calcium chloride and spreading it on the subgrade or in other areas of a project under construction, for the purpose of allaying dust conditions.
SECTION 9.43 WATER FOR DUST CONTROL 9.43.01--Description: This item shall consist of furnishing water equipment, water, and applying it for the purpose of allaying dust conditions.
SECTION 9.44 TOPSOIL 9.44.01--Description: This work shall consist of furnishing, placing and shaping topsoil in areas shown on the plans or where directed by the Engineer. The topsoil shall be placed to the depth stated in the contract.
SECTION 9.45 WILDFLOWER ESTABLISHMENT 9.45.01--Description: The work included in this item shall consist of providing an accepted stand of established wildflowers by furnishing and placing seed, and mulch on all areas to be treated as shown on the plans or where designated by the Engineer.
SECTION 9.46 LIMING 9.46.01--Description: The work included under this item consists of furnishing and placing agricultural ground dolomitic limestone on those areas designated by the Engineer.
SECTION 9.47 BUS PASSENGER SHELTER 9.47.01--Description: This item shall consist of the furnishing and installation of bus passenger shelters in the locations as shown on the plans or directed by the Engineer.
SECTION 9.49 FURNISHING, PLANTING and MULCHING TREES, SHRUBS, VINES and GROUND COVER PLANTS 9.49.01--Description: The work under these items shall consist of furnishing, planting and mulching trees, shrubs, vines and ground cover plants of the type and size indicated on the plans or special provisions. It shall also include all incidental operations, such as the care of the living plants and the replacement of dead and unsatisfactory plants or unsatisfactory materials before final acceptance of the contract.
SECTION 9.50 TURF ESTABLISHMENT 9.50.01--Description: The work included in this item shall consist of providing an accepted uniform stand of established perennial turf grasses by furnishing and placing fertilizer, seed, and mulch on all areas to be treated as shown on the plans or where designated by the Engineer. The work will also include the installation of erosion control matting consisting of mulch and netting woven together as one unit where shown on the plans or as directed by the Engineer.
SECTION 9.51 ROCK EXCAVATION FOR PLANTING 9.51.01--Description: When solid ledge rock, concrete pavement, or boulders 0.5 m3 in size or greater, are encountered in the planting area, the Contractor shall notify the Engineer who will determine whether the rock or concrete pavement shall be removed or the plant or plants relocated. Rock or concrete pavement as defined herein shall not be removed without the permission of the Engineer.
SECTION 9.52 SELECTIVE CLEARING AND THINNING 9.52.01--Description: This work shall consist of cutting, trimming and removal of trees, stumps, brush, rubbish and objectionable material located within the highway limits and appurtenant areas. Materials to be cut, trimmed or removed shall be as shown on the plans.
SECTION 9.53 SODDING 9.53.01--Description: Work under this item shall consist of furnishing and placing of live sod and also the furnishing and preparing a sodbed composed of 100 mm, after tamping, of approved topsoil in the areas designated on the plans or where directed by the Engineer and in conformance with these specifications.
SECTION 9.70 TRAFFICPERSON 9.70.01 - Description: Under this item the Contractor shall provide the services of Trafficpersons of the type and number, and for such periods, as the Engineer approves for the control and direction of vehicular traffic and pedestrians. On a weekly basis, the Contractor shall inform the Engineer of their scheduled operations for the following week and the number of Trafficpersons requested. The Engineer shall review this schedule and approve the type and number of Trafficpersons required.
SECTION 9.71 MAINTENANCE AND PROTECTION OF TRAFFIC 9.71.01--Description: Unless other provisions are made on the plans or in the special provisions of the contract, the Contractor shall keep the roadway under construction open to traffic for the full length of the project and shall provide a sufficient number of travel lanes and pedestrian passways to move that traffic ordinarily using the roadway. The travel lanes and pedestrian passways shall be drained and kept reasonably smooth and in suitable condition at all times in order to provide minimum interference to traffic consistent with the proper prosecution of the work.
SECTION 9.73 SAFETY PATROL SERVICE 9.73.01--Description: Under this item, the Contractor shall provide safety patrol services within the limits of the construction project open to the traveling public and on project-connected State-established detours open to the traveling public when and for such period as ordered by the Engineer.
SECTION 9.74 REMOVAL OF EXISTING MASONRY 9.74.01--Description: This work shall include the removal and satisfactory disposal of all retaining walls constructed of dry masonry, cement rubble masonry or concrete, and bridge substructures, the removal of which is necessary to the final completion of the work.
SECTION 9.75 MOBILIZATION 9.75.01--Description: This item shall consist of all work necessary for the movement of personnel and equipment to the project site, and for the establishment of all Contractor's field offices, buildings and other facilities necessary to the performance of the work.
SECTION 9.76 BARRICADE WARNING LIGHTS 9.76.01--Description: This item shall include furnishing and maintaining designated type barricade warning lights on signs and barricades and elsewhere as ordered by the Engineer.
SECTION 9.77 TRAFFIC CONE 9.77.01--Description: Under this item the Contractor shall furnish all reflectorized orange traffic cones required on the project to conform to the requirements as stated in the item "Maintenance and Protection of Traffic," as shown on the plans and as directed by the Engineer. The Contractor shall have, available on the project, a sufficient number of traffic cones to fulfill all the requirements as specified in the contract and to replace those traffic cones which have become damaged.
SECTION 9.78 TRAFFIC DRUM 9.78.01--Description: Under this item the Contractor shall furnish all traffic drums required on the project to conform to the traffic patterns, as indicated in the "Maintenance and Protection of Traffic," as shown on the plans and as directed by the Engineer.
SECTION 9.79 CONSTRUCTION BARRICADES 9.79.01--Description: Under this item the Contractor shall furnish all construction barricades of the specified type required on the project to conform to the requirements stated in the item "Maintenance and Protection of Traffic," as shown on the plans and as directed by the Engineer.
SECTION 9.80 CONSTRUCTION STAKING 9.80.01--Description: The work under this item shall consist of all construction layout and reference staking necessary for the proper control and satisfactory completion of all work on the project, except property lines, highway lines, or non-access lines.
SECTION 9.81 1 METER TRAFFIC CONE 9.81.01--Description: This item shall consist of furnishing 1.07 m reflectorized traffic cones required on the project in conformance with the traffic control plans, as indicated in the "Maintenance and Protection of Traffic," as shown on the plans or as directed by the Engineer. The Contractor shall have available on the project a sufficient number of traffic cones to fulfill all the requirements as specified in the contract and to replace those which have become damaged.
SECTION 9.99 DISPOSAL OF BUILDINGS 9.99.01--Description: Under this item, the Contractor shall, if ordered by the Engineer, dispose of any or all buildings within the right of way or slope limits, or both, as shown on the plans and on the supplemental sheet entitled "Disposal of Buildings," which is made a part of the proposal. Upon written order of the Engineer to dispose of any building, said building shall become the property of the Contractor; and he shall, at his option, demolish, remove or otherwise dispose of said building. Upon receipt of said notice, the Contractor shall accept title and ownership of such buildings as listed thereon, also all risk of loss and any and all liability in connection therewith, and shall not rent or otherwise use them without written permission of the Engineer.
DRAINAGE
 SECTION M.01 GRADATION OF AGGREGATE M.01.01--Gradation table for sizes of crushed or broken stone, crushed and uncrushed gravel and reclaimed miscellaneous aggregate.
 SECTION M.02 GRANULAR FILL SUBBASE GRANULAR BASE AND SURFACES STONE BASE PERVIOUS STRUCTURE BACKFILL FREE-DRAINING MATERIAL CRUSHER-RUN STONE M.02.01--Granular Fill: For this purpose, the material shall consist of broken or crushed stone, gravel, reclaimed miscellaneous aggregate or a mixture thereof.
 SECTION M.03 PORTLAND CEMENT CONCRETE M.03.01--General Composition of Concrete Mixes: Portland cement concrete shall consist of an intimate mixture of portland cement, other approved cementitious material (when used), fine aggregate, coarse aggregate, water, and admixtures, if ordered or permitted by the Engineer, proportioned in accordance with the following requirements:
 SECTION M.04 BITUMINOUS CONCRETE MATERIALS M.04.01--Bituminous Concrete Materials: These materials shall consist of coarse aggregate, fine aggregate, mineral filler if necessary, and designated bitumen, combined to meet the composition limits by mass and other characteristics, as shown in Article M.04.03--Bituminous Concrete Mixtures. The fraction actually retained between any two consecutive sieves shall be not less than 4 percent. Mixtures found to have characteristics requiring a bitumen content which is more or less than the bitumen range must be adjusted.
 SECTION M.05 PROCESSED AGGREGATE BASE AND PAVEMENT SURFACE TREATMENT M.05.01--Processed Aggregate Base and Pavement: The materials for this work shall conform to the following requirements:
 SECTION M.06 METALS M.06.01--Reinforcing Steel: The materials for this work shall conform to the following requirements: 1--Bar Reinforcement: Bar reinforcement shall be deformed and conform to the following: Uncoated bar reinforcement shall conform to the requirements of ASTM A615M, Grade 420. Epoxy coated bar reinforcement shall conform to the requirements of ASTM A615M, Grade 420 and be epoxy coated to the requirements of ASTM D3963M.
 SECTION M.07 PAINT M.07.01--General for All Paints and Enamels: 1--Paints and enamels shall consist of pigments of the required fineness and composition, ground in the required vehicle by a suitable grinding machine to the required fineness. All pigments, resins, oils, thinners and driers used shall be of the best quality, free from adulterants of any kind and shall comply with the specific requirements of the specifications. Materials not definitely covered by specifications shall be of the best quality used for the purpose in good commercial practice.
 SECTION M.08 DRAINAGE M.08.01--Pipe: The pipe for this work shall conform to the following requirements: 1--Cast Iron Pipe: This pipe shall conform to the requirements of AASHTO M 64 for Extra-Heavy Cast Iron Culvert Pipe.
 SECTION M.09 SHEET PILING AND PILES M.09.01--Sheet Piling : The materials for this work shall conform to the following requirements: 1--Timber Sheet Piling: The timber, unless otherwise definitely noted on the plans or in the special provisions, may consist of any species which will satisfactorily stand driving. It shall be sawn or hewn with square corners and shall be free from worm holes, loose knots, wind shakes, decayed or unsound portions, or other defects which might impair its strength or tightness.
 SECTION M.10 FENCE, RAILING AND POSTS M.10.01--Cable Guide Railing and Anchorages: The materials for this work shall conform to the following requirements: 1--Wire Rope: Wire rope shall be class A, 19 mm in diameter, conforming to the requirements of AASHTO M 30. 2--Fittings: All fittings shall conform to the details as shown on the plans. Fittings subject to the direct action of the wire rope shall be sufficiently strong to develop the full specified tensile strength of the rope. Fittings used in the attachment of two ropes shall be sufficiently strong to develop the full specified tensile strength of both ropes. Other fittings shall be in accordance with standard commercial specifications, and shall be free from flaws or defects that would tend to impair their use or durability.
 SECTION M.11 MASONRY FACING CEMENT AND DRY RUBBLE MASONRY BRICK MORTAR M.11.01--Masonry Facing: The materials for this work shall conform to the following requirements: 1--Masonry Facing Stone: This stone shall be of the kind specified in the proposal or on the plans and shall be of a size, quality and color acceptable to the Engineer. The stone shall be hard and durable, resistant to weathering action, reasonably fine grained, and free from structural defects that would impair its strength or durability. Preferably, the stone shall be from a quarry the product of which is known to be of satisfactory quality. Stone shall be of such character that it may be truly cut to such lines and surfaces, either plain or curved, as may be required. Any stone having defects which have been repaired with cement or other materials will be rejected. Samples of stone shall be submitted when required. Masonry facing stone shall be of two grades: dimensioned masonry stone and ashlar masonry stone.
 SECTION M.12 BEARING AREAS RIPRAP SLOPE PAVING & SLOPE PROTECTION WATERPROOFING AND DAMPPROOFING STONE AND GRANITE SLOPE CURBING CALCIUM CHLORIDE FOR DUST CONTROL WOOD M.12.01--Bearing Areas : Materials for this work shall conform to the following requirements: 1--Vacant 2--Prefabricated Pads : Prefabricated pads shall consist of cotton duck impregnated with rubber and shall be a single sheet of 3.2 mm minimum thickness with a tolerance of plus 15 percent or minus 5 percent, composed of 227 g duck and high quality natural rubber constructed in five or more plies. The breakdown stress for compression perpendicular to the plane of lamination shall be not less than 76 MPa.
 SECTION M.13 ROADSIDE DEVELOPMENT M.13.01--Topsoil: The term topsoil used herein shall mean a soil meeting the soil textural classes established by the USDA Classification System based upon the proportion of sand, silt, and clay size particles after passing a 2 millimeter (mm) sieve and subjected to a particle size analysis. The topsoil shall not contain less than six (6) nor more than twenty (20) percent organic matter as determined by loss-on-ignition of oven dried samples dried at 105 degrees centigrade.
 SECTION M.14 PRESTRESSED CONCRETE MEMBERS M.14.01--Materials for pretensioned members shall conform to the following requirements: 1--Concrete: The concrete for the members shall be air-entrained concrete composed of portland cement, fine and coarse aggregates, admixtures and water. The air-entraining feature may be obtained by the use of either air-entraining portland cement or an approved air-entraining admixture. The entrained air content shall be not less than 4 percent or more than 6 percent.
 SECTION M.15 HIGHWAY ILLUMINATION M.15.01--General Requirements: The contractor may use material and products of any manufacturer provided they meet the design standards and are approved by the department. Materials requiring approval are as follows:
 SECTION M.16 TRAFFIC CONTROL SIGNALS M.16.01--General Requirements: Where reference is made to certain manufacturers' material or products, it is not the intent to preclude the use of others, but rather to establish minimum acceptable design standards. The Contractor may substitute material and products of other manufacturers, provided they meet the minimum design standards and are approved by the Engineer. M.16.02--Vacant:
 SECTION M.17 ELASTOMERIC MATERIALS M.17.01--Elastomeric Bearing Pads: Elastomeric bearing pads shall be of the compound known as neoprene. All laminated bearings, and unlaminated bearings more than 25 mm thick, shall be individually cast in molds under pressure and heat and shall be of the size and grade indicated on the plans. Unlaminated bearings of 25 mm or less in thickness may be cut from sheet stock. All elastomeric bearing pads shall meet the requirements listed herein. Test specimens shall be in accordance with ASTM Method D 15, Part B.
 SECTION M.18 SIGNING M.18.01--Overhead Sign Support: 1. Pipes and Flanges A. Overhead Truss Supports Pipes for end support posts shall conform to the requirements of ASTM A 53, Grade B. Pipes for all overhead truss members and end support web members shall conform to the requirements of ASTM A 53, Grade B. 68 kg and 136 kg ASA Flanges for truss chord splices shall be lap joint type and shall conform to the requirements of ASTM A 181, Grade II. 182 kg ASA lap joint flanges for truss chord splices shall conform to the requirements of ASTM A 105, including the Supplementary Chemical Requirements of Table 1 and the Mechanical Properties of Table 2, of ASTM A 105.
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION M.08 DRAINAGE Subarticle M.08.02 - 4 - Precast Units for Drainage Structure:
 CONNECTICUT SUPPLEMENTAL SPECIFICATION SECTION M.15 HIGHWAY ILLUMINATION Subarticle M15.15---Service Entrance Cabinet
 SECTION 501 PORTLAND CEMENT CONCRETE PAVEMENT
 General Information, Definitions, and Terms
Bidding Requirements and Conditions
Award and Execution of Contracts
Scope of Work
Control of Work
Control of Material
Legal Relations and Responsibility to the Public
Prosecution and Progress
Measurement and Payment
Erosion, Sediment Control, and Water Pollution
Clearing and Grubbing
 Excavation and Embankment
 Channel Excavation
 Muck Excavation
Rock Excavation for Roadway
 Rock Excavation and Backfilling for Structures and Trenches
 Excavation and Backfilling for Structures
 Excavation and Backfilling for Pipe Trenches
 Borrow
 Furnishing Borrow for Pipe Trench, Utility Trench, and Structure Backfilling
Removal of Structures and Obstructions
 Undercut Excavation
 Silt Fence
 Inlet Sediment Control
 Stone Check Dam
Sediment Trap
 Riser Pipe Assembly for Sediment Trap
 Riprap Ditch
 Temporary Swale
Perimeter Dike/Swale
 Earth Dike
 Temporary Slope Drain
 Stilling Well
 Sump Pit
 Dewatering Basin
 Geotextile Lined Channel Diversion
 Sandbag Dikes/Sandbag Diversions
 Stabilized Construction Entrance
 Turbidity Curtain
 Portable Sediment Tank
 Stormwater Management Pond
 Pond Outlet Structure, Concrete
 Temporary Sediment Basin Outlet Structure, Corrugated Metal
Clay Borrow, Stormwater Management Pond
 Select Borrow Base Course
 Graded Aggregate Base Course
 Asphalt Stabilized Base Course
 Graded Aggregate for Temporary Roadway Material(TRM)
 Hot-Mix, Hot-Laid Bituminous Concrete Pavement
Hot-Mix Bituminous Concrete and Cold-Laid Bituminous Concrete for Temporary Roadway Material(TRM)
 Plant Mix Open-graded Wearing Surface
 Bituminous Surface Treatment
 Bituminous Surface Retreatment
 Hot-Mix Patching
 Portland Cement Concrete Pavement
 Patching Portland Cement Concrete Pavement
 Timber Structures
 Concrete Structures
 Bar Reinforcement
 Bar Reinforcment, Epoxy Coated
 Steel Structures
 Metal Bridge Railing
 Removal of Exsisting Concrete and Masonry
 Coarse Aggregate for foundation Stabilization and Subfoundation Backfill
 Subfoundation Concrete
 Stone Masonry
 Brick Masonry
 Reinforced Concrete Pipe
 Corrugated Pipe
 Flared End Section
 Pile Materials
 Installation of Piles
 Timber Sheet Piles
 Permanent Steel Sheet Piles
 Prestressed Reinforced Concrete Members
 Curb and Integral Curb and Gutter
 Portland Cement Concrete Sidewalk
 Corrugated Steel Downspouts 268
 Drainage Inlets and Manholes
 Adjusting and Repairing Drainage Inlets and Manholes
 Riprap
 Ditching
Perforated Pipe Underdrains
 Converting Drainage Inlets to Junction Boxes
 Permanent Roadway Drains
 Roof Drains
 Galvanized Steel Beam Guardrail
 Guardrail-to-Barrier Connection (Approach and Exit Types)
 Guardrail End Treatment
 Fences and Gates
 Topsoil
 Topsoiling
 Seeding
 Mulching
 Sodding
 Planting
 Transplanting
 Tree Removal
 Arrow Boards
 Conduit Junction Wells
 Conduits (Non-Metallic or Galvanized)
 Pole Bases
 Cabinet Bases
 Pavement Markings
 Reinforced Concrete Sign Foundations
 Adjusting Water Valve Boxes
 Adjusting Fire Hydrants
 Relocating Fire Hydrants
 Adjusting Sanitary Sewer Laterals
 Adjusting Water Services
 Hot-Mix, Hot-Laid Bituminous Concrete Curb
 Sand
 Removal of Existing Portland Cement Concrete Pavement, Curb, and Sidewalk
 Field Office
 Pavement- Milling
 Butt Joints
 Saw Cutting Portland Cement and Hot-Mix, Hot-Laid Bituminous Concrete
Initial Expense
 Material Details
 Portland Cement and Blended Hydraulic Cements
 Normal Finishing Hydrated Lime
 Water for Mixing Portland Cement Concrete
 Fine Aggregate
 Coarse Aggregate
 Calcium Chloride
 Material for Resealing Joints and Cracks
 Joint Seals and Sealants
 Emulsified Asphalt for Stabilization
 Asphalt Cement
 Emulsified Asphalt
 Portland Cement Concrete
 Grading Requirements Minimum and Maximum Percentages Passing
 Timber Preservatives
 Bituminous Cold-Mix (Cold-Patch)
 Polymer Modified Bituminous Cold-Patch Material
 Cut-Back Asphalts
 Mortar Sand
 Solid Concrete Block
 Coatings for Steel Structures
 Graded Aggregates
 Fly Ash
 Hot-Mix, Hot-Laid Bituminous Concrete
 Embedded Reinforcement and Hardware
 Fence
 Structural Steel
 Geotextile
 Guardrail
 Antistripping Additives
 Antistripping Additives
 Section 106. ACCEPTANCE OF WORK
 Section 401. HOT ASPHALT CONCRETE PAVEMENT
 Section 501. PORTLAND CEMENT CONCRETE PAVEMENT
 PS Strategic Roadmap Version 4.1
 PROJECT WARRANTIES FOR HOT MIX ASPHALT CONCRETE PAVEMENT
 101 TERMS, FORMAT, AND DEFINITIONS
 102 BID, AWARD, AND EXECUTION OF CONTRACT
 103 SCOPE OF WORK
 104 CONTRP: OF WORK
 105 CONTROL OF MATERIAL
 106 ACCEPTANCE OF WORK
 107 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
 108 PROSECUTION AND PROGRESS
 109 MEASUREMENT AND PAYMENT
 151 MOBILIZATION
 152 CONSTRUCTION SURVEY AND STAKING
 153 CONTRACTOR QUALITY CONTROL
 154 CONTRACTOR SAMPLING AND TESTING
 155 SCHEDULES FOR CONSTRUCTION CONTRACTS
 156 PUBLIC TRAFFIC
 157 SOIL EROSION CONTROL
 158 WATERING FOR DUST CONTROL
 201 CLEARING AND GRUBBING
 202 ADDITIONAL CLEARING AND GRUBBING
 203 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 204 EXCAVATION AND EMBANKMENT
 205 ROCK BLASTING
 206 RESERVED
 207 EARTHWORK GEOTEXTILES
 208 STRUCTURE EXCAVATION AND BACKFILL FOR SELECTED MAJOR STRUCTURES
 209 STRUCTURE EXCAVATION AND BACKFILL
 210 PERMEABLE BACKFILL
 211 ROADWAY OBLITERATION
 212 LINEAR GRADING
 213 SUBGRADE STABILIZATION
 251 RIPRAP
 252 SPECIAL ROCK EMBANKMENT AND ROCK BUTTRESS
 253 GABIONS AND REVET MATTRESSES
 254 CRIB WALLS
 255 MECHANICALLY STABILIZED EARTH WALLS
 256 PERMANENT GROUND ANCHORS
 257 ALTERNATE RETAINING WALLS
 258 REINFORCED CONCRETE RETAINING WALLS
 301 UNTREATED AGGREGATE COURSES
 302 TREATED AGGREGATE COURSES
 303 ROAD RECONDITIONING
 304 AGGREGATE STABILIZATION
 305 AGGREGATE-TOPSOIL COURSE
 306 DUST PALLIATIVE
 307 STOCKPILED AGGREGATES
 308 MINOR CRUSHED AGGREGATE
 309 EMULSIFIED ASPHALT TREATED BASE COURSE
 401 HOT ASPHALT CONCRETE PAVEMENT
 402 MINOR HOT ASPHALT CONCRETE
 403 HOT RECYCLED ASPHALT CONCRETE PAVEMENT
 404 OPEN-GRADED ASPHALT FRICTION COURSE
 405 HOT ASPHALT TREATED BASE COURSE
 406 DENSE-GRADED EMULSIFIED ASPHALT PAVEMENT
 407 OPEN-GRADED EMULSIFIED ASPHALT PAVEMENT
 408 COLD RECYCLED ASPHALT BASE COURSE
 409 ASPHALT SURFACE TREATMENT
 410 SLURRY SEAL
 411 ASPHALT PRIME COAT
 412 ASPHALT TACK COAT
 413 ASPHALT PAVEMENT MILLING
 414 ASPHALT PAVEMENT CRACK AND JOINT SEALING
 415 PAVING GEOTEXTILES
 416 CONTINUOUS COLD RECYCLED ASPHALT BASE COURSE
 417 MINOR COLD ASPHALT MIX
 501 PORTLAND CEMENT CONCRETE PAVEMENT
 502 PORTLAND CEMENT CONCRETE PAVEMENT RESTORATION
 551 DRIVEN PILES
 552 STRUCTURAL CONCRETE
 553 PRESTRESSED CONCRETE
 554 REINFORCING STEEL
 555 STEEL STRUCTURES
 556 BRIDGE RAILING
 557 TIMBER STRUCTURES
 558 DAMPPROOING
 559 WATERPROOFING
 560 WATER STOPS
 561 STRUCTURAL CONCRETE BONDING
 562 FORMS AND FALSEWORK
 563 PAINTING
 564 BEARING DEVICES
 565 DRILLED SHAFTS
 601 MINOR CONCRETE STRUCTURES
 602 CULVERTS AND DRAINS
 603 STRUCTURAL PLATE STRUCTURES
 604 MANHOLES, INLETS, AND CATCH BASINS
 605 UNDERDRAINS, SHEET DRAINS, AND PAVEMENT EDGE DRAINS
 606 CORRUGATED METAL SPILLWAYS
 607 CLEANING, RECONDITIONING, AND REPAIRING EXISTING DRAINAGE STRUCTURES
 608 PAVED WATERWAYS
 609 CURB AND GUTTER
 610 HORIZONTAL DRAINS
 611 WATER SYSTEMS
 612 SANITARY SEWER SYSTEMS
 613 SIMULATED STONE MASONRY SURFACE
 614 LEAN CONCRETE BACKFILL
 615 SIDEWALKS, DRIVE PADS, AND PAVED MEDIANS
 616 SLOPE PAVING
 617 GUARDRAIL
 618 CONCRETE BARRIERS AND PRECAST GUARDWALLS
 619 FENCES, GATES, AND CATTLE GUARDS
 620 STONE MASONRY
 621 MONUMENTS AND MARKERS
 622 RENTAL EQUIPMENT
 623 GENERAL LABOR
 624 TOPSOIL
 625 TURF ESTABLISHMENT
 626 PLANTS, TREES. SHRUBS, VINES, AND GROUNDCOVERS
 627 SOD
 628 SPRIGGING
 629 EROSION CONTROL MATS, ROVING, AND CELLULAR CONFINEMENT SYSTEMS
 633 PERMANENT TRAFFIC CONTROL
 634 PERMANENT PAVEMENT MARKINGS
 635 TEMPORARY TRAFFIC CONTROL
 636 SIGNAL, LIGHTING, AND ELECTRICAL SYSTEMS
 637 FACILITIES AND SERVICES
 701 HYDRAULIC CEMENT
 702 ASPHALT MATERIAL
 703 AGGREGATE
 704 SOIL
 705 ROCK
 706 CONCRETE AND PLASTIC PIPE
 707 METAL PIPE
 708 PAINT
 709 REINFORCING STEEL AND WIRE ROPE
 710 FENCE AND GUARDRAIL
 711 CONCRETE CURING MATERIAL AND ADMIXTURES
 712 JOINT MATERIAL
 713 ROADSIDE IMPROVEMENT MATERIAL
 714 GEOTEXTILE AND GEOCOMPOSITE DRAIN MATERIAL
 715 PILING
 716 MATERIAL FOR TIMBER STRUCTURES
 717 STRUCTURAL METAL
 718 TRAFFIC SIGNING AND MARKING MATERIAL
 720 STRUCTURAL WALL AND STABILIZED EMBANKMENT MATERIAL
 721 ELECTRICAL AND ILLUMINATION MATERIAL
 722 ANCHOR MATERIAL
 725 MISCELLANEOUS MATERIAL
 Design-Build Guidelines
Department of Transportation Federal Highway Administration 23 CFR Parts 627, et al. Design-Build Contracting; Final Rule
DESIGN-BUILD SPECIFICATIONS
 SECTION 994 REFLECTIVE SHEETING
 SECTION 330 HOT BITUMINOUS MIXTURES - QUALITY ASSURANCE, GENERAL CONSTRUCTION REQUIREMENTS AND ACCEPTANCE PROCEDURES
 SECTION 346 PORTLAND CEMENT CONCRETE
 SECTION 1 DEFINITIONS AND TERMS
001 DEFINITIONS
SECTION 2 PROPOSAL REQUIREMENTS AND CONDITIONS
 002 PROPOSAL REQUIREMENTS AND CONDITIONS.
002 PROPOSAL REQUIREMENTS AND CONDITIONS
SECTION 3 AWARD AND EXECUTION OF CONTRACT
003 AWARD AND EXECUTION OF CONTRACT.
3 AWARD AND EXECUTION OF CONTRACT
 SECTION 4 SCOPE OF WORK
004 ALTERATION OF PLANS OR OF CHARACTER OF WORK.
004 SCOPE OF THE WORK
SECTION 5 CONTROL OF THE WORK
005 PLANS AND WORKING DRAWINGS.
005 CONTROL OF THE WORK
005 CLAIMS BY CONTRACTOR.
005 CONTROL OF THE WORK.
005 CONTRACTOR’S QUALITY CONTROL MANAGER.
005 CONDITIONAL ACCEPTANCE.
 6 CONTROL OF MATERIALS
 006 CONTROL OF MATERIALS
006 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS.
006 CONTROL OF MATERIALS.
SECTION 7 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC
007 RESPONSIBILITY FOR DAMAGES, CLAIMS, ETC.
007 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC
007 LAWS TO BE OBSERVED
007 WAGE RATES FOR FEDERAL-AID PROJECTS
DISADVANTAGED BUSINESS ENTERPRISE PROGRAM
ON-THE-JOB-TRAINING
SECTION 8 PROSECUTION AND PROGRESS
008 PROSECUTION AND PROGRESS – SUBLETTING OR ASSIGNING OF CONTRACTS.
 008 PROSECUTION AND PROGRESS
 LIMITATION OF OPERATIONS - FENCING
 008 DEFAULT AND TERMINATION OF CONTRACT.
008 AMOUNT OF LIQUIDATED DAMAGES.
SECTION 9 MEASUREMENT AND PAYMENT
009 MEASUREMENT AND PAYMENT.
009 MEASUREMENT AND PAYMENT

SECTION 100 CONSTRUCTION EQUIPMENT - GENERAL REQUIREMENTS
100 CONSTRUCTION EQUIPMENT – GENERAL REQUIREMENTS.
100 CONSTRUCTION EQUIPMENT - GENERAL REQUIREMENTS
 SECTION 101 MOBILIZATION
101 BASIS OF PAYMENT - PARTIAL PAYMENTS
 SECTION 102 MAINTENANCE OF TRAFFIC
102 MAINTENANCE OF TRAFFIC.
102 MAINTENANCE OF TRAFFIC
 102 TEMPORARY VEHICULAR IMPACT ATTENUATOR/CRASH CUSHION
SECTION 103 TEMPORARY WORK STRUCTURES
SECTION 104 PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION
104 CONSTRUCTION REQUIREMENTS – ARTIFICIAL COVERINGS.
104 PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION
104 BALED HAY OR STRAW
 104 MAINTENANCE OF EROSION CONTROL FEATURES
 SECTION 105 CONTRACTOR QUALITY CONTROL GENERAL REQUIREMENTS
105 QUALITY CONTROL PLAN.
105 CONTRACTOR QUALITY CONTROL GENERAL REQUIREMENTS - PERSONNEL QUALIFICATIONS
 SECTION 110 CLEARING AND GRUBBING
 110 CLEARING AND GRUBBING.
110 REMOVAL OF EXISTING STRUCTURES
 110 CLEARING AND GRUBBING - MAILBOXES
SECTION 120 EXCAVATION AND EMBANKMENT
120 EXCAVATION AND EMBANKMENT.
120 EXCAVATION AND EMBANKMENT
SECTION 121 FLOWABLE FILL
121 FLOWABLE FILL.
121 FLOWABLE FILL
 SECTION 125 EXCAVATION FOR STRUCTURES
 125 EXCAVATION FOR STRUCTURES AND PIPE.
125 PIPE TRENCH EXCAVATION
 125 EXCAVATION FOR STRUCTURES AND PIPE
 SECTION 145 GEOSYNTHETIC REINFORCEMENT
145 GEOSYNTHETIC REINFORCEMENT.
145 GEOSYNTHETIC REINFORCEMENT
 SECTION 160 STABILIZING
160 STABILIZING.
160 ACCEPTANCE PROGRAM
 161 PREDESIGNED STABILIZED SUBGRADE
 SECTION 162 FINISH SOIL LAYER
ORGANIC SOIL LAYER
 162 FINISH SOIL LAYER.
162 FINISH SOIL LAYER - SPREADING AND MIXING
 SECTION 163 BLANKET MATERIAL
163 BLANKET MATERIAL
 165 LIME-TREATED SUBGRADE
 170 CEMENT-TREATED SUBGRADE
 SECTION 175 CRACKING AND RESEATING EXISTING CONCRETE PAVEMENT
 SECTION 200 LIMEROCK BASE
200 ROCK BASE.
200 ROCK BASE
200 ROCK BASE - PRIMING
 SECTION 204 GRADED AGGREGATE BASE
204 GRADED AGGREGATE BASE.
204 METHOD OF MEASUEMENT - AUTHORIZED VARIABLE THICKNESS BASE
SECTION 210 REWORKING LIMEROCK BASE
210 REWORKING LIMEROCK BASE.
210 REWORKING LIMEROCK BASE
 220 SHAPING AND COMPACTING LOCAL ROCK BASE
 220 SHAPING AND COMPACTING LOCAL ROCK BASE - BASIS OF PAYMENT
 SECTION 230 LIMEROCK STABILIZED BASE
230 LIMEROCK STABILIZED BASE
 234 SUPERPAVE ASPHALT BASE.
234 SUPERPAVE ASPHALT BASE
240 SAND-CLAY BASE
 240 SAND-CLAY BASE.
240 SAND-CLAY BASE
 250 SHELL BASE
 250 SHELL BASE
 260 SHELL STABILIZED BASE
 260 SHELL STABILIZED BASE - BASIS OF PAYMENT
 270 SOIL-CEMENT BASE
 280 ASPHALT BASE COURSES
 280 ASPHALT BASE COURSES.
280 ASPHALT BASE COURSES
 SECTION 283 RECLAIMED ASPHALT PAVEMENT BASE
283 RECLAIMED ASPHALT PAVEMENT BASE.
283 RECLAIMED ASPHALT PAVEMENT BASE - COMPACTING AND FINISHING BASE
 SECTION 285 OPTIONAL BASE COURSE
285 OPTIONAL BASE COURSE.
285 OPTIONAL BASE COURSE
 SECTION 286 TURNOUT CONSTRUCTION
286 TURNOUT CONSTRUCTION – METHOD OF MEASUREMENT.
286 TURNOUT CONSTRUCTION - METHOD OF MEASUREMENT
 287 ASPHALT TREATED PERMEABLE BASE
288 CEMENT TREATED PERMEABLE BASE.
288 CEMENT TREATED PERMEABLE BASE
SECTION 290 GRANULAR SUBBASE
SECTION 300 PRIME AND TACK COATS FOR BASE COURSES
300 PRIME AND TACK COATS FOR BASE COURSES.
300 PRIME AND TACK COATS FOR BASE COURSES
 310 BITUMINOUS SURFACE TREATMENT (Including Mineral Seal Coat)
 310 BITUMINOUS SURFACE TREATMENT - METHOD OF MEASUREMENT
 311 SAND SEAL COAT
 311 SAND SEAL COAT - METHOD OF MEASUREMENT
 312 BITUMINOUS CRACK RELIEF LAYER
 312 BITUMINOUS CRACK RELIEF LAYER - METHOD OF MEASUREMENT
 SECTION 320 HOT BITUMINOUS MIXTURES - PLANT, METHODS AND EQUIPMENT
320 HOT BITUMINOUS MIXTURES – PLANT, METHODS, AND EQUIPMENT.
320 HOT BITUMINOUS MIXTURES - COLD FEED
 SECTION 327 MILLING OF EXISTING ASPHALT PAVEMENT
327 MILLING OF EXISTING ASPHALT PAVEMENT.
327 MILLING OF EXISTING ASPHALT PAVEMENT
 SECTION 330 HOT BITUMINOUS MIXTURES - QUALITY ASSURANCE, GENERAL CONSTRUCTION REQUIIREMENTS AND ACCEPTANCE PROCEDURES
 330 HOT BITUMINOUS MIXTURES – GENERAL CONSTRUCTION REQUIREMENTS.
330 HOT BITUMINOUS MIXTURES - BENERAL CONSTRUCTION REQUIIREMENTS
 331 TYPE S ASPHALT CONCRETE
 331 TYPE S ASPHALT CONCRETE, QUALITY ASSURANCE AND ACCEPTANCE PROCEDURES.
331 TYPE S ASPHALT CONCRETE, QUALITY ASSURANCE AND ACCEPTANCE PROCEDURES
 332 TYPE II ASPHALTIC CONCRETE
 332 TYPE II ASPHALTIC CONCRETE.
332 TYPE II ASPHALTIC CONCRETE
 333 TYPE III ASPHALTIC CONCRETE
 333 TYPE III ASPHALTIC CONCRETE.
 333 TYPE III ASPHALTIC CONCRETE
 334 SUPERPAVE ASPHALT CONCRETE
 334 SUPERPAVE ASPHALT CONCRETE.
334 SUPERPAVE ASPHALT CONCRETE
335 SAND-ASPHALT HOT MIX
 335 SAND-ASPHALT HOT MIX.
 335 SAND-ASPHALT HOT MIX
 SECTION 336 ASPHALT RUBBER BINDER
336 ASPHALT RUBBER BINDER.
 336 ASPHALT RUBBER BINDER
 337 ASPHALT CONCRETE FRICTION COURSES
 337 ASPHALT CONCRETE FRICTION COURSES.
 337 ASPHALT CONCRETE FRICTION COURSES
 338 VALUE ADDED ASPHALT PAVEMENT
 SECTION 339 MISCELLANEOUS ASPHALT PAVEMENT
339 MISCELLANEOUS ASPHALT PAVEMENT.
 339 MISCELLANEOUS ASPHALT PAVEMENT
 SECTION 341 ASPHALT RUBBER MEMBRANE INTERLAYER
341 ASPHALT RUBBER MEMBRANE INTERLAYER.
341 ASPHALT RUBBER MEMBRANE INTERLAYER - PLACEMENT OF ASPHALT CONCRETE OVERLAY
 SECTION 346 PORTLAND CEMENT CONCRETE
346 PORTLAND CEMENT CONCRETE
 346 PORTLAND CEMENT CONCRETE
 SECTION 347 PORTLAND CEMENT CONCRETE - CLASS I (NONSTRUCTURAL)
347 PORTLAND CEMENT CONCRETE – CLASS I (NONSTRUCTURAL).
347 PORTLAND CEMENT CONCRETE - CLASS I (NONSTRUCTURAL)
 350 CEMENT CONCRETE PAVEMENT
 350 CEMENT CONCRETE PAVEMENT
 351 COLORING CONCRETE SURFACES
 352 GRINDING CONCRETE PAVEMENT
 352 GRINDING CONCRETE PAVEMENT.
352 GRINDING CONCRETE PAVEMENT
353 CONCRETE PAVEMENT SLAB REPLACEMENT.
353 CONCRETE PAVEMENT SLAB REPLACEMENT
355 VALUE ADDED PORTLAND CEMENT CONCRETE PAVEMENT
SECTION 370 BRIDGE APPROACH EXPANSION JOINTS
370 BRIDGE APPROACH EXPANSION JOINTS
 400 CONCRETE STRUCTURES
 400 CONCRETE STRUCTURES.
400 CONCRETE STRUCTURES
SECTION 407 THREE-SIDED PRECAST CULVERT
407 THREE-SIDED PRECAST CULVERT.
407 THREE-SIDED PRECAST CULVERT
410 PRECAST CONCRETE BOX CULVERT
 410 PRECAST CONCRETE BOX CULVERT.
410 PRECAST CONCRETE BOX CULVERT
SECTION 411 EPOXY INJECTION OF CRACKS IN CONCRETE STRUCTURES
SECTION 413 SEALING CONCRETE STRUCTURE SURFACES
413 SEALING CONCRETE STRUCTURE SURFACES.
413 SEALING CRACKS AND CONCRETE STRUCTURE SURFACES
 415 REINFORCING STEEL
 415 REINFORCING STEEL.
415 REINFORCING STEEL
SECTION 416 INSTALLING ADHESIVE-BONDED ANCHORS AND DOWELS FOR STRUCTURAL APPLICATIONS
416 INSTALLING ADHESIVE-BONDED ANCHORS AND DOWELS FOR STRUCTURAL APPLICATIONS.
416 INSTALLING ADHESIVE-BONDED ANCHORS AND DOWELS FOR STRUCTURAL APPLICATIONS
 SECTION 425 INLETS, MANHOLES, AND JUNCTION BOXES
425 INLETS, MANHOLES, AND JUNCTION BOXES.
425 INLETS, MANHOLES, AND JUNCTION BOXES
 SECTION 430 PIPE CULVERTS AND STORM SEWERS
430 PIPE CULVERTS AND STORM SEWERS.
 430 FINAL PIPE INSPECTION
 SECTION 431 PIPE LINER
431 PIPE LINER.
 431 PIPE LINER
 SECTION 435 STRUCTURAL PLATE PIPE AND PIPE ARCH CULVERTS
436 TRENCH DRAIN
 SECTION 440 UNDERDRAINS
440 UNDERDRAINS.
440 UNDERDRAINS
 441 EDGEDRAIN MAT (GEOCOMPOSITE DRAIN)
 SECTION 443 FRENCH DRAINS
443 FRENCH DRAINS.
 443 FRENCH DRAINS
 445 ROOF DRAINS
 SECTION 446 EDGEDRAIN (DRAINCRETE)
446 EDGEDRAIN (DRAINCRETE) - BASIS OF PAYMENT
 SECTION 449 PRECAST CONCRETE DRAINAGE PRODUCTS
449 PRECAST CONCRETE DRAINAGE PRODUCTS.
 449 PRECAST CONCRETE DRAINAGE PRODUCTS
sECTION 450 PRESTRESSED CONSTRUCTION
450 PRECAST PRESTRESSED CONCRETE CONSTRUCTION.
 450 MATERIAL ACCEPTANCE AND TESTING - CONCRETE
SECTION 451 PRESTRESSED SOIL ANCHORS
452 PRECAST SEGMENTAL BRIDGE CONSTRUCTION
453 EPOXY JOINTING OF PRECAST SEGMENTS
SECTION 455 STRUCTURES FOUNDATIONS
455 STRUCTURES FOUNDATIONS.
 455 STRUCTURES FOUNDATIONS
455 CONCRETE PLACEMENT GENERAL
 SECTION 459 BITUMEN COATING AND POLYETHYLENE SHEETING ON CONCRETE PILES
SECTION 460 STRUCTURAL STEEL AND MISCELLANEOUS METALS
460 STRUCTURAL STEEL AND MISCELLANEOUS METALS.
 460 STRUCTURAL STEEL AND MISCELLANEOUS METALS
460 STRUCTURAL STEEL AND MISCELLANEOUS METALS - FABRICATOR QUALIFICATIONS.
 460 STRUCTURAL STEEL AND MISCELLANEOUS METALS - ALUMINUM RAILINGS.
 460 MARKING AND SHIPPING - GENERAL.
 461 MULTIROTATIONAL BEARINGS
465 MOVABLE BRIDGES
 465 MOVABLE BRIDGES
 SECTION 470 TIMBER STRUCTURES
470 TIMBER STRUCTURES
 SECTION 502 SHEAR CONNECTORS
502 SHEAR CONNECTORS.
 502 SHEAR CONNECTORS
 SECTION 504 STEEL GRID FLOORS
SECTION 506 BRIDGE DRAINAGE SYSTEM
508 ELECTRICAL CONSTRUCTION FOR MOVABLE BRIDGES
 508 ELECTRICAL CONSTRUCTION FOR MOVABLE BRIDGES
 SECTION 510 NAVIGATION LIGHTS FOR FIXED BRIDGES
510 NAVIGATION LIGHTS FOR FIXED BRIDGES
 512 CONTROL HOUSE
 512 CONTROL HOUSE
 SECTION 514 PLASTIC FILTER FABRIC (GEOTEXTILE)
515 PIPE HANDRAIL
 518 PAVEMENT WATERPROOFING FABRIC
 SECTION 520 CONCRETE GUTTER, CURB ELEMENTS, AND TRAFFIC SEPARATOR
520 CONCRETE GUTTER, CURB ELEMENTS, AND TRAFFIC SEPARATOR
 521 CONCRETE BARRIER WALL
 521 CONCRETE BARRIERS, TRAFFIC RAILING BARRIERS AND PARAPETS.
 521 CONCRETE BARRIERS, TRAFFIC RAILING BARRIERS AND PARAPETS
 SECTION 522 CONCRETE SIDEWALK
522 CONCRETE SIDEWALK - METHOD OF MEASUREMENT.
 522 CONCRETE SIDEWALK - METHOD OF MEASUREMENT
 SECTION 524 CONCRETE DITCH AND SLOPE PAVEMENT
524 CONCRETE DITCH AND SLOPE.
 524 CONCRETE DITCH AND SLOPE PAVEMENT
 SECTION 525 ASPHALTIC CONCRETE CURB
525 ASPHALTIC CONCRETE CURB - MATERIALS.
 525 ASPHALTIC CONCRETE CURB - MATERIALS
 526 ARCHITECTURAL PAVERS.
526 ARCHITECTURAL PAVERS
527 DETECTABLE WARNINGS ON WALKING SURFACES
 SECTION 530 RIPRAP
530 RIPRAP.
 530 RIPRAP
 534 NOISE BARRIER WALL
 534 SOUND BARRIERS
SECTION 536 GUARDRAIL
536 GUARDRAIL - CERTIFICATION.
 536 GUARDRAIL
 536 REMOVAL OF EXISTING GUARDRAIL - BASIS OF PAYMENT
 SECTION 538 RESETTING GUARDRAIL
SECTION 544 VEHICULAR IMPACT ATTENUATORS
SECTION 546 RUMBLE STRIPS
546 RUMBLE STRIPS
 548 RETAINING WALL SYSTEMS
 548 RETAINING WALL SYSTEMS
SECTION 550 FENCING
550 FENCING - CERTIFICATION.
 550 FENCING
SECTION 555 DIRECTIONAL BORE
555 DIRECTIONAL BORE.
 555 DIRECTIONAL BORE
 SECTION 556 JACK AND BORE
556 JACK AND BORE.
 556 JACK AND BORE
 SECTION 557 VIBRATORY PLOWING
557 VIBRATORY PLOWING.
 557 VIBRATORY PLOWING
 SECTION 560 SHOP, FIELD, AND MAINTENANCE PAINTING OF STRUCTURAL STEEL
560 SHOP, FIELD AND MAINTENANCE COATING OF STRUCTURAL STEEL
 SECTION 561 SELF-CURING INORGANIC ZINC COATING SYSTEMS
561 SELF-CURING INORGANIC ZINC COATING SYSTEMS
 SECTION 562 ZINC PAINT COATING
562 ZINC PAINT COATING
 SECTION 563 ANTI-GRAFFITI COATING SYSTEM
563 ANTI-GRAFFITI COATING SYSTEM.
 563 ANTI-GRAFFITI COATING SYSTEM
 SECTION 570 GRASSING (BY SEEDING)
571 PLASTIC EROSION MAT
575 SODDING
 575 SODDING - WATERING.
 575 SODDING
577 REWORKING SHOULDERS
 577 REWORKING SHOULDERS
580 LANDSCAPE INSTALLATION
 580 LANDSCAPE INSTALLATION - PLANTS.
 580 LANDSCAPE INSTALLATION
SECTION 603 GENERAL REQUIREMENTS FOR THE INSTALLATION AND EVALUATION OF TRAFFIC CONTROL SIGNAL EQUIPMENT AND MATERIALS
603 SUBMITTAL DATA REQUIREMENTS.
603 SUBMITTAL DATA REQUIREMENTS
 SECTION 608 GUARANTIES
SECTION 611 ACCEPTANCE PROCEDURES
611 ACCEPTANCE OF SIGNAL INSTALLATIONS.
 611 ACCEPTANCE OF SIGNAL INSTALLATIONS - SUBMITTAL REQUIREMENTS
 SECTION 620 SIGNAL INSTALLATION GROUNDING
620 SIGNAL INSTALLATION GROUNDING.
 620 SIGNAL INSTALLATION GROUNDING
 SECTION 630 CONDUIT
630 INSTALLATION REQUIREMENTS - CONDUIT FOR FIBER OPTIC CABLE
 SECTION 632 SIGNAL AND INTERCONNECT CABLE
632 SIGNAL AND INTERCONNECT CABLE.
632 SIGNAL AND INTERCONNECT CABLE
 SECTION 634 SPAN WIRE ASSEMBLY
SECTION 635 PULL AND JUNCTION BOXES
SECTION 639 ELECTRICAL POWER SERVICE ASSEMBLIES
641 PRESTRESSED CONCRETE POLES
 641 PRESTRESSED CONCRETE POLES.
 641 PRESTRESSED CONCRETE POLES
SECTION 649 STEEL STRAIN POLES, STEEL MAST ARM AND MONOTUBE ASSEMBLIES
649 STEEL STRAIN POLES, STEEL MAST ARM AND MONOTUBE ASSEMBLIES.
 649 STEEL STRAIN POLES, STEEL MAST ARM AND MONOTUBE ASSEMBLIES
 SECTION 650 VEHICULAR SIGNAL ASSEMBLIES
650 VEHICULAR SIGNAL ASSEMBLIES - METHOD OF MEASUREMENT.
650 VEHICULAR SIGNAL ASSEMBLIES - METHOD OF MEASUREMENT
 SECTION 653 PEDESTRIAN SIGNAL ASSEMBLIES
SECTION 660 INDUCTIVE LOOP DETECTORS
660 INDUCTIVE LOOP DETECTORS.
 660 INDUCTIVE LOOP DETECTORS
 SECTION 665 PEDESTRIAN DETECTOR ASSEMBLY
SECTION 670 TRAFFIC CONTROLLER ASSEMBLY
SECTION 671 TRAFFIC CONTROLLERS
SECTION 676 CONTROLLER CABINETS
SECTION 678 CONTROLLER ACCESSORIES
SECTION 690 REMOVAL OF EXISTING TRAFFIC SIGNAL EQUIPMENT
690 REMOVAL OF EXISTING TRAFFIC SIGNAL EQUIPMENT.
 690 REMOVAL OF EXISTING TRAFFIC SIGNAL EQUIPMENT
 SECTION 699 INTERNALLY ILLUMINATED SIGNS
699 INTERNALLY ILLUMINATED SIGNS.
699 INTERNALLY ILLUMINATED SIGNS
 741 TRAFFIC MONITORING SITE VEHICLE SENSOR (CLASS II)
743 TRAFFIC MONITORING SITE VEHICLE SPEED/CLASSIFICATION UNIT
744 TRAFFIC MONITORING SITE SOLAR POWER UNIT
745 TRAFFIC MONITORING SITE INDUCTIVE LOOP ASSEMBLY
746 TRAFFIC MONITORING SITE CABINET
747 TRAFFIC MONITORING SITE MODEM
748 GENERAL REQUIREMENTS FOR THE EVALUATION OF TRAFFIC MONITORING SITE EQUIPMENT AND MATERIALS
700 HIGHWAY SIGNING
700 SIGN BACKGROUND.
700 HIGHWAY SIGNING
 700 HIGHWAY SIGNING - SIGN PANELS.
700 HIGHWAY SIGNING - STENCILING.
SECTION 701 RAISED RIB SHOULDER WARNING DEVICES
701 RAISED RIB SHOULDER WARNING DEVICES.
 701 RAISED RIB SHOULDER WARNING DEVICES
 SECTION 702 INVERTED PROFILE, WET WEATHER TRAFFIC STRIPES
702 INVERTED PROFILE, WET WEATHER TRAFFIC STRIPES.
 702 INVERTED PROFILE, WET WEATHER TRAFFIC STRIPES
 704 CERAMIC PAVEMENT MARKERS.
704 CERAMIC PAVEMENT MARKERS
 SECTION 705 HIGHWAY DELINEATORS
705 HIGHWAY DELINEATORS.
 705 HIGHWAY DELINEATORS
 SECTION 706 RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE
706 RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE - METHOD OF MEASUREMENT
 709 TRAFFIC STRIPES AND MATKINGS - TWO REACTIVE COMPONENTS
 709 TRAFFIC STRIPES AND MARKINGS - TWO REACTIVE COMPONENTS.
 709 TRAFFIC STRIPES AND MARKINGS - TWO REACTIVE COMPONENTS
710 PAINTING TRAFFIC STRIPES
 710 PAINTED PAVEMENT MARKINGS
SECTION 711 THERMOPLASTIC STRIPES AND MARKINGS
711 THERMOPLASTIC TRAFFIC STRIPES AND MARKINGS.
 711 THERMOPLASTIC TRAFFIC STRIPES AND MARKINGS
 SECTION 713 PREFORMED PAVEMENT STRIPES AND MARKINGS
713 PREFORMED PAVEMENT STRIPES AND MARKINGS.
 713 PREFORMED PAVEMENT STRIPES AND MARKINGS
714 MOTORIST AID CALL BOX RELOCATION.
 714 MOTORIST AID CALL BOX RELOCATION
SECTION 715 HIGHWAY LIGHTING SYSTEM
715 HIGHWAY LIGHTING SYSTEM.
 715 HIGHWAY LIGHTING SYSTEM
 SECTION 901 COARSE AGGREGATE
901 COARSE AGGREGATE.
 901 COARSE AGGREGATES
 SECTION 902 FINE AGGREGATE
902 FINE AGGREGATE.
 902 FINE AGGREGATE
 SECTION 911 LIMEROCK MATERIAL FOR BASE AND STABILIZED BASE
912 SAND-CLAY BASE MATERIAL
 SECTION 913 SHELL MATERIAL
SECTION 913A SHELL-ROCK MATERIAL
SECTION 914 MATERIALS FOR SUBGRADE STABILIZATION
SECTION 915 CEMENTED COQUINA SHELL MATERIAL
916 BITUMINOUS MATERIALS
 916 BITUMINOUS MATERIALS.
 916 BITUMINOUS MATERIALS
SECTION 917 MINERAL FILLER
SECTION 919 GROUND TIRE RUBBER FOR USE IN ASPHALT RUBBER BINDER
919 GROUND TIRE RUBBER FOR USE IN ASPHALT RUBBER BINDER.
 919 GROUND TIRE RUBBER FOR USE IN ASPHALT RUBBER BINDER
 SECTION 921 PORTLAND CEMENT AND BLENDED CEMENT
921 PORTLAND CEMENT AND BLENDED CEMENT.
 921 PORTLAND CEMENT AND BLENDED CEMENT
 922 HYDRATED LIME
 SECTION 923 WATER FOR CONCRETE
923 WATER FOR CONCRETE.
 923 WATER FOR CONCRETE - CHEMICAL REQUIREMENTS
 SECTION 924 ADMIXTURES FOR CONCRETE
924 ADMIXTURES FOR CONCRETE.
924 ADMIXTURES FOR CONCRETE
 SECTION 925 CURING MATERIALS FOR CONCRETE
925 CURING MATERIALS FOR CONCRETE.
 925 CURING MATERIALS FOR CONCRETE
 SECTION 926 EPOXY COMPOUNDS
926 EPOXY COMPOUNDS - CERTIFICATION.
 926 EPOXY COMPOUNDS
 SECTION 927 IRON OXIDE PIGMENT (For Coloring Concrete Surfaces)
SECTION 929 POZZOLANS AND SLAG
929 POZZOLANS AND SLAG.
 929 POZZOLANS AND SLAG
 SECTION 930 MATERIALS FOR CONCRETE REPAIR
930 MATERIALS FOR CONCRETE REPAIR
 930 PACKAGED, DRY, RAPID HARDENED AND VERY RAPID HARDENED CONCRETE OR MORTAR MATERIALS FOR CONCRETE REPAIR.
 SECTION 931 METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES
931 METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES - CERTIFICATION.
 931 METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES
 SECTION 932 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES
932 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES.
932 NONMETALLIC ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES
 SECTION 933 ACCESSORY MATERIALS FOR PRESTRESSED CONCRETE
933 ACCESSORY MATERIALS FOR PRESTRESSED CONCRETE
 SECTION 934 NON-SHRINK GROUT
934 NON-SHRINK GROUT.
 934 NON-SHRINK GROUT
 935 PACKAGED, DRY, THERMOSETTING POLYMER CONCRETE MATERIAL FOR CONCRETE REPAIR
 SECTION 936 WIRE ROPE FOR FENDER PILE CLUSTER
937 ADHESIVE BONDING MATERIAL SYSTEMS FOR STRUCTURAL APPLICATIONS
 937 ADHESIVE BONDING MATERIAL SYSTEMS FOR STRUCTURAL APPLICATIONS.
 937 ADHESIVE BONDING MATERIAL SYSTEMS FOR STRUCTURAL APPLICATIONS
 938 POST-TENSIONING GROUT
SECTION 975 ELASTOMERIC COATING SYSTEM
975 ELASTOMERIC COATING SYSTEM
 941 CONCRETE PIPE (For Culvert and Underdrains)
 941 CONCRETE PIPE.
 SECTION 942 PIPE GASKETS
SECTION 943 CORRUGATED STEEL PIPE AND PIPE ARCH (Including Underdrain)
943 CORRUGATED STEEL PIPE AND PIPE ARCH (INCLUDING UNDERDRAIN).
 943 CORRUGATED STEEL PIPE AND PIPE ARCH (Including Underdrain)
 SECTION 944 STRUCTURAL PLATE STEEL PIPE AND PIPE ARCH
SECTION 945 ALUMINUM PIPE, INCLUDING UNDERDRAIN, PIPE ARCH AND STRUCTURAL PLATE PIPE AND PIPE ARCH
945 CORRUGATED ALUMINUM-ALLOY CULVERTS AND UNDERDRAINS.
 945 CORRUGATED ALUMINUM-ALLOY CULVERTS AND UNDERDRAINS
 SECTION 946 CAST IRON PIPE
SECTION 947 CLAY PIPE
SECTION 948 MISCELLANEOUS TYPES OF PIPE
948 MISCELLANEOUS TYPES OF PIPE.
 948 MISCELLANEOUS TYPE OF PIPE - CORRUGATED POLYETHYLENE PIPE
948 PIPE LINER - MACHINE SPIRAL WOUND PIPE LINER
 SECTION 949 BRICK AND CONCRETE MASONRY UNITS FOR MANHOLES, INLETS AND OTHER STRUCTURES
SECTION 951 INSPECTION OF TIMBER PRODUCTS
951 INSPECTION OF TIMBER PRODUCTS.
 951 INSPECTION OF TIMBER PRODUCTS
 SECTION 952 STRUCTURAL TIMBER
SECTION 953 TIMBER PILING (Including Timber Sheet Piling)
SECTION 954 TIMBER FENCE POSTS AND BRACES
SECTION 955 TIMBER TREATMENT (INCLUDING TREATING MATERIALS)
955 TIMBER TREATMENT (INCLUDING TREATING MATERIALS).
 955 LUMBER AND TIMBER TREATMENT (INCLUDING TRAETING MATERIALS)
 SECTION 972 RECYCLED PLASTIC PRODUCTS
972 RECYCLED PLASTIC PRODUCTS - MATERIALS
 SECTION 961 PRODUCER'S TEST REPORTS, AND CERTIFICATION OF COMPLIANCE WITH SPECIFICATIONS (Structural Metals)
SECTION 962 STEEL AND OTHER FERROUS METALS AND METAL ITEMS
SECTION 964 NON-FERROUS METAL MATERIALS AND ITEMS (OTHER THAN ALUMINUM)
SECTION 965 GENERAL PROVISIONS FOR ALUMINUM ITEMS (Including Welding)
 SECTION 967 RAIL ELEMENTS FOR GUARDRAIL
967 RAIL ELEMENTS FOR GUARDRAIL
 975 STRUCTURAL COATING MATERIALS
 SECTION 970 RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE
970 RAISED RETRO-REFLECTIVE PAVEMENT MARKERS - PERFORMANCE REQUIREMENTS.
 970 RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE
 971 COATINGS AND TRAFFIC MARKING MATERIALS
 971 COATINGS AND TRAFFIC MARKING MATERIALS - CERTIFICATION.
 971 COATINGS AND TRAFFIC MARKING MATERIALS.
 972 RECYCLED PLASTIC PRODUCTS
 SECTION 981 GRASSING AND SODDING MATERIALS
SECTION 982 COMMERCIAL FERTILIZER
982 COMMERCIAL FERTILIZER - CERTIFICATION.
 982 COMMERCIAL FERTILIZER - CERTIFICATION
 SECTION 983 WATER FOR GRASSING
SECTION 985 GEOTEXTILE FABRICS
985 GEOTEXTILE FABRICS.
 985 GEOTEXTILE FABRICS
 986 CALCIUM CHLORIDE FOR DUST CONTROL
 986 CALCIUM CHLORIDE FOR DUST CONTROL - CERTIFICATION.
 986 CALCIUM CHLORIDE FOR DUST CONTROL - CERTIFICATION
 SECTION 987 FINISH SOIL LAYER MATERIALS
987 FINISH SOIL LAYER MATERIALS.
 987 FINISH SOIL LAYER MATERIALS - DESCRIPTION
 SECTION 971 COATINGS AND TRAFFIC MARKING MATERIALS
971 COATINGS AND TRAFFIC MARKING MATERIALS
 971 COATINGS AND TRAFFIC MARKING MATERIALS
 SECTION 990 TEMPORARY TRAFFIC CONTROL DEVICES MATERIALS
990 TEMPORARY TRAFFIC CONTROL DEVICES MATERIALS.
 990 TEMPORARY TRAFFIC CONTROL DEVICES MATERIALS
 SECTION 992 HIGHWAY LIGHTING MATERIALS
992 POLE CABLE DISTRIBUTION SYSTEM - WALL MOUNTED LIGHTING.
 992 POLE CABLE DISTRIBUTION SYSTEM
 992 POLE CABLE DISTRIBUTION SYSTEM - WALL MOUNTED LIGHTING
 SECTION 993 HIGHWAY DELINEATORS
993 REFLECTOR UNITS FOR GUARDRAIL - CERTIFICATION.
 993 REFLECTOR UNITS FOR GUARDRAIL
 993 TYPE C DELINEATORS.
 SECTION 994 RETROREFLECTIVE AND NONREFLECTIVE SIGN SHEETING
994 RETROREFLECTIVE AND NONREFLECTIVE SIGN SHEETING.
 994 RETROREFLECTIVE AND NON-REFLECTIVE SIGN SHEETING
SECTION 995 DEMOUNTABLE SIGN FACE MATERIALS
995 DEMOUNTABLE SIGN FACE MATERIALS - CERTIFICATION.
 995 DEMOUNTABLE SIGN FACE MATERIALS - CERTIFICATION
 SECTION 996 PORCELAIN ENAMEL LAMINATED ALUMINUM PANEL SIGNS
996 PORCELAIN ENAMEL LAMINATED ALUMINUM SIGN PANELS - CERTIFICATION.
 996 PORCELAIN ENAMEL LAMINATED ALUMINUM PANEL SIGNS - CERTIFICATION
 Definitions and Terms
 Bidding Requirements and Conditions
 Award and Execution of Contract
 Scope of Work
Control of Work
Control of Materials
 Legal Regulations and Responsibility to the Public
 Prosecution and Progress
 Measurement and Payment
 Pilot Vehicles
 Construction Layout
 Traffic Control
 Section 151?Mobilization
 Section 152?Field Laboratory Building
 Section 153?Field Engineer?s Office
Section 155?Insect Control
 Section 157?Survey Aids
 Section 158?Training Program
 160/Reclaimation of Material Pits and Waste Areas
 Section 161 - Control of Soil Erosion and Sedimentation
 Erosion Control Check Dams
 Miscellaneous Erosion Control Items
 Section 165 - Maintenance of Temporary Erosion and Sedimentation Control Devices
 Section 166- Restoration or Alteration of Lakes and Ponds
 Section 167- Water Quality Monitoring
 Silt Retention Barrier
 Silt Fence
 Clearing and Grubbing Right of Way
 Random Clearing and Grubbing
 Channel Excavation
 Roadway Excavation
 Borrow Excavation
 Excavation and Backfill for Minor Structures
 Embankments
 Subgrade Construction
 Grading Complete
 Bridge Excavation and Backfill
 Granular Embankment
 Mitigation Site Construction
 Removal of Solid Waste
 Unpaved Shoulders
Removal of Underground Storage Tanks
 Blanket for Fill Slopes
 Crushed Aggregate Subbase
 Special Subgrade Compaction and Test Rolling
 Section 222?Aggregate Drainage Courses
 Section 225?Soil-Lime Construction
 Section 230?Lump Sum Construction
 Section 231?Miscellaneous Construction, Unpaved Roads and Streets
 Section 232?Railroad Construction
 Section 233?Haul Roads
 General Specifications for Base and Subbase Courses
 Soil-Cement Construction
 Sand-Bituminous Stabilized Base Course
 Topsoil, Sand-Clay, or Chert Construction
 Soil Aggregate Construction
 Cement Stabilized Soil Aggregate Construction
 Impermeable Membrane for Subgrades, Basins, Ditches, and Canals
 Graded Aggregate Construction
 Crushed Stone Base
 Cement Stabilized Graded Aggregate Construction
 Reconstructed Base Course
 Selected Material Surface Course
 Lime-Fly Ash Soil Construction
 Stabilized Base Material for Patching
 Portland Cement Concrete Subbase
 Mining, Crushing, and Stockpiling Aggregates
 Foamed Asphalt Stabilized Base Course
 Section 400?Hot Mix Asphaltic Concrete Construction
 Section 401?Cold Mix for Patching
 Section 402?Hot Mix Recycled Asphaltic Concrete
 Section 403?Hot In-Place Recycled Asphaltic Concrete
 Section 405?Hot Asphalt-Vulcanized Rubber Seal Treatment
 Section 406?Coal Tar Emulsion Seal Coat
 Section 407?Asphalt-Rubber Joint and Crack Seal
 Section 408?Joint and Crack Cleaning and Seal
 Section 411?Asphaltic Concrete Pavement, Partial Removal
 Section 412?Bituminous Prime
 Section 413?Bituminous Tack Coat
 Section 414?Hot Asphalt?Rubber Seal Treatment for Stress Relieving Interlayer
Section 424?Bituminous Surface Treatment
 Section 427?Emulsified Asphalt Slurry Seal
 Section 428?Micro Surfacing
 Section 432?Mill Asphaltic Concrete Pavement
 Section 433?Reinforced Concrete Approach Slabs
 Section 434?Asphalt Paved Ditches
 Section 435?Rapid Setting Cement Concrete End Dams and Patches
 Section 436?Asphaltic Concrete Curb
 Section 437?Granite Curb
 Section 438?Precast Concrete Header Curb
 Section 439?Portland Cement Concrete Pavement (Special)
 Section 440?Plain Portland Cement Concrete Shoulders
 Section 441?Miscellaneous Concrete
 Section 443?Elastomeric Profile Bridge Joint Seals
 Section 444?Sawed Joints in Existing Pavements
 Section 445?Waterproofing Pavement Joints and Cracks
 Section 446?Placement of Pavement Reinforcement Fabric
 Section 447?Modular Expansion Joints
 Section 448?Portland Cement Concrete End Dams and Patches
 Section 449?Bridge Deck Joint Seals
 Section 450?Pressure Grouting Portland Cement Concrete Pavement
 Section 451?Patching Portland Cement Concrete Pavement (Spall Repair)
 Section 452?Full Depth Slab Replacement
 Section 453?Portland Cement Concrete Whitetopping
 Section 455?Filter Fabric for Embankment Stabilization
 Section 456?Indentation Rumble Strips
 Section 457?Geogrid Reinforcement
 Section 461?Sealing Roadway and Bridge Joints and Cracks
 Section 500?Concrete Structures
 Section 501?Steel Structures
 Section 502?Timber Structures
 Section 504?Twenty-Four Hour Accelerated Strength Concrete
 Section 505?Corrugated Steel Bridge Plank
 Section 506?Expanded Mortar
 Section 507?Prestressed Concrete Bridge Members
 Section 508?Asphalt Plank Bridge Floor
 Section 509?Prestressing Concrete by Post Tensioning
 Section 510?Protective Platforms
 Section 511?Reinforcement Steel
 Section 512?Shear Connectors
 Section 513?Precast Reinforced Concrete Box Culverts Barrel Sections and End Sections
Section 514?Epoxy Coated Steel Reinforcement
 Section 515?Handrail-Ferrous Metal and Pipe
 Section 516?Aluminum Handrail
 Section 517?Protective Concrete Collar for Existing Columns
 Section 518?Raise Existing Bridge
 Section 519?Concrete Bridge Deck Overlay
 Section 520?Piling
 Section 522?Shoring
 Section 523?Dynamic Testing of Pile
 Section 524?Drilled Caisson Foundations
 Section 525?Cofferdams
 Section 528?Epoxy Pressure Injection of Concrete Cracks
 Section 529?Navigation Lighting
 Section 530?Waterproofing Fabrics
 Section 531?Dampproofing
 Section 533?Bridge Deck Waterproofing Membrane
 Section 534?Pedestrian Overpass Bridge
 Section 535?Painting Structures
 Section 537?Cattle Pass
 Section 538?Post-tensioned Prestressed Concrete Construction
 Section 540?Removal of Existing Bridge
 Section 541?Detour Bridges
 Section 542?Contractor Proposed Alternate to Reinforced Concrete Deck Girder I beams.
Section 543?Bridge Complete
 Section 544 - Deck Drain System
 Section 547 - Pile Encasement
 Section 550 - Storm Drain Pipe, Pipe-Arch Culverts, and Side Drain Pipe
 Section 551 - Pile Protection in Earth Walls
 Section 555 - Tunnel Liner
 Section 560 - Structural Plate Pipe, Pipe-Arch Culverts, and Arch Culverts
 Section 561 - Renovating Existing Pipe
 Section 570 - Minor Drainage Structures for Detours
 Section 573 - Underdrains
 Section 574 - Edgedrains
 Section 576 - Slope Drain Pipe
 Section 577 - Metal Drain Inlets
 Section 581?Pot Bearings
 Section 600?Controlled Low Strength Flowable Fill
 Section 602?Doublewal TM Precast Wall
 Section 603?Rip Rap
 Section 607?Rubble Masonry
 Section 608?Brick Masonry
 Section 609?Removal of Portland Cement Concrete Roadway Slabs
 Section 610?Removal of Miscellaneous Roadway Items
 Section 611?Relaying, Reconstructing, or Adjusting to Grade of Miscellaneous Roadway Structures
 Section 612?Construct, Maintain, and Remove Median Crossover
 Section 613?Docks
 Section 615?Jacking or Boring Pipe
 Section 617?Permanent Anchored Walls
 Section 621?Concrete Barrier
 Section 622?Precast Concrete Barrier
 Section 623?Pneumatically Applied Concrete
 Section 624?Sound Barriers
 Section 626?Mechanically Stabilized Embankment Retaining Walls
 Section 627?Mechanically Stabilized Embankment Retaining Wall? Contractor Design
Section 631?Permanent Changeable Message Signs
 Section 632?Portable Changeable Message Signs
 Section 633?Modification of Existing Signs
 Section 634?Monuments and Road Markers
 Section 635?Barricades
 Section 636?Highway Signs
 Section 637?Illuminated Sign System
 Section 638?Structural Supports for Overhead Signs
 Section 639?Strain Poles for Overhead Sign and Signal Assemblies
 Section 640?Retroreflectorized Railroad Cross Buck Sign
 Section 641?Guardrail
 Section 643?Fence
 Section 645?Repair of Galvanized Coatings
 Section 647?Traffic Signal Installation
 Section 648?Traffic Impact Attenuator
 Section 649?Concrete Glare Screen
 Section 650?Impact Attenuator Units (Compression Crash Cushion)
 Section 651?Raised Traffic Bars
 Section 652?Painting Traffic Stripe
 Section 653?Thermoplastic Traffic Stripe
 Section 654?Raised Pavement Markers
 Section 655?Pavement Arrow with Raised Reflectors
 Section 656?Removal of Pavement Markings
 Section 657?Preformed Plastic Pavement Markings
 Section 659?Hot Applied Preformed Plastic Pavement Markings
 Section 660?Sanitary Sewers
 Section 666?Vertical Drainage Wicks
 Section 667?Horizontal Drain
 Section 668?Miscellaneous Drainage Structures
 Section 670?Water Distribution System
 Section 676?Appurtenances for Water Systems
 Section 680?Highway Lighting
 Section 681?Lighting Standards and Luminaires
 Section 682?Electrical Wire, Cable, and Conduit
 Section 683?High Level Lighting Systems
 Section 685?Blast Cleaning Portland Cement Concrete Structures
 Section 690?Static Scale System
 Section 691?Weigh-in Motion Scale System
 Section 700?Grassing
 Section 701?Wildflower Seeding
 Section 702?Vine, Shrub, and Tree Planting
 Section 703?Tree Wells, Tree Walls, and Root Protection
 Section 705?Transplanting Trees
 Section 706?Turf Establishment
 Section 708?Plant Topsoil
 Section 710?Permanent Soil Reinforcing Mat
 Section 712?Fiberglass Blanket
 Section 713?Organic And Synthetic Material Fiber Blanket
 Section 714?Jute Mesh Erosion Control
 Section 715?Bituminous Treated Roving
 Section 716?Erosion Control Mats (Slopes)
 Section 718?Wood Fiber
 Section 719?Silt Filter Bag
 Section 720?Triangular Silt Barrier
 Section 725?Weed Control
 Section 750 - Rest Room Building
Section 751 - Water Supply System
Section 752 - Pneumatic Ejector Lift Station
Section 753 - Waste Water Treatment Plant
Section 754 - Outdoor Furniture
Section 755 - Electrical Work
Section 756 - Drilled Wells
Section 757 - Well Pumps
Section 758 - Travel Trailer Sanitary Disposal Station
Section 759 - Water Storage Tanks
Section 760 - Welcome Station Building
Section 761 - Information Center Building
Section 762 - Truck Weighing Station Building
Section 765 - Flag Pole
Section 766 - Irrigation System
 Section 768 - Truck Weigh Station Traffic Control Signs
Section 770 - Truck Weigh Station Height Checking Device
Section 772 - Truck Weigh Station Length Estimating Device
Section 774 - Mobile Operations Office
Section 776 - Check Point Shelter
Section 777 - Truck Weigh Station Communications System
 Section 778 - Solar Application
Section 791 - Water Intake Structure
Section 792 - Display and Interior Furnishings
Section 795 - Vehicle Maintenance Building
Section 796 - Sewage Pumping Station
Section 797 - Bui
Section 800?Coarse Aggregate
 Section 801?Fine Aggregate
 Section 802?Aggregates for Asphaltic Concrete
 Section 803?Stabilizer Aggregate
 Section 804?Abrasives for Blast Cleaning
 Section 805?Rip Rap and Curbing Stone
 Section 806?Aggregate for Drainage
 Section 809?Geogrid Materials
 Section 810?Roadway Materials
 Section 811?Rock Embankment
 Section 812?Backfill Materials
 Section 813?Pond Sand
 Section 814?Soil Base Materials
 Section 815?Graded Aggregate
 Section 816?Soil Aggregate Bases
 Section 817?Shoulder Material
 Section 818?Crushed Aggregate Subbase
 Section 819?Fiber Stabilizing Additives
 Section 820?Asphalt Cement
 Section 821?Cutback Asphalt
 Section 822?Emulsified Asphalt
 Section 823?Cutback Asphalt Emulsion
 Section 824?Cationic Asphalt Emulsion
 Section 825?Asphalt Plank
 Section 826?Dampproofing or Waterproofing Material
 Section 828?Hot Mix Asphaltic Concrete Mixtures
 Section 830?Portland Cement
 Section 831?Admixtures
 Section 832?Curing Agents
 Section 833?Joint Fillers and Sealers
 Section 834?Masonry Materials
 Section 835?Aluminum Powder
 Section 836?Special Surface Coating for Concrete
 Section 837?Polymer Concrete
 Section 838?Graffiti Proof Coating for Concrete
 Section 839?Corrugated Polyethylene Underdrain Pipe
 Section 841?Iron Pipe
 Section 842?Clay Pipe
 Section 843?Concrete Pipe
 Section 844?Steel Pipe
 Section 845?Smooth Lined Corrugated Polyethylene (PE) Culvert Pipe
 Section 846?Polyvinyl Chloride (PVC) Profile Wall Drain Pipe
 Section 847?Miscellaneous Pipe
 Section 848?Pipe Appurtenances
 Section 850?Aluminum Alloy Metals
 Section 851?Structural Steel
 Section 852?Miscellaneous Steel Materials
 Section 853?Reinforcement and Tensioning Steel
 Section 854?Castings and Forgings
Section 855?Steel Pile
 Section 857?Bronze Bushings, Bearings, and Expansion Plates
 Section 858?Miscellaneous Metals
 Section 859?Guard Rail
 Section 860?Lumber and Timber
 Section 861?Piling and Round Timber
 Section 862?Wood Posts And Bracing
 Section 863?Preservative Treatment of Timber Products
 Section 865?Manufacture of Prestressed Concrete Bridge Members
 Section 866?Precast Concrete Catch Basin, Drop Inlet, and Manhole Units
 Section 867?Epoxy Coated Reinforcement Strips
 Section 868?Bituminous Adhesive For Raised Pavement Markers
 Section 870?Paint
 Section 880?Water
 Section 881?Fabrics
 Section 882?Lime
 Section 883?Mineral Filler
 Section 884?Chlorides
 Section 885? Elastomeric Bearing Pads
 Section 886?Epoxy Resin Adhesives
 Section 887? Bearing Plates with Polytetrafluoroethylene Surfaces
 Section 888?Waterproofing Membrane Materials
 Section 890?Seed and Sod
 Section 891?Fertilizers
 Section 893? Miscellaneous Planting Materials
 Section 894?Fencing
 Section 910?Sign Fabrication
 Section 911?Sign Posts
 Section 912?Sign Blanks and Panels
 Section 913?Reflectorizing Materials
 Section 914?Sign Paint
 Section 915?Mast Arm Assemblies
 Section 916?Delineators
 Section 917?Reflectors and Nonreflective Characters
 Section 919?Raised Pavement Markers
 Section 920?Lighting Standards and Towers
 Section 921?Luminaires
 Section 922?Electrical Wire and Cable
 Section 923?Electrical Conduit
 Section 924? Miscellaneous Electrical Materials
 Section 925?Traffic Signal Equipment
 Section 934?Rapid Setting Patching Materials for Portland Cement Concrete
 Section 935?Fiber Optic System
 Section 936?Closed Circuit Television (CCTV)
 Section 937?Video Detection System
 Section 938?Microwave Radar Detection
 Section 939?Communication and Electronic Equipment
 Section 940?NaviGAtor Advanced Transportation Management System Integration
 DEFINITIONS AND TERMS
 BIDDING REQUIREMENTS AND CONDITIONS
 AWARD AND EXECUTION OF CONTRACT
 SCOPE OF WORK
 CONTROL OF WORK
 CONTROL OF MATERIAL
 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 PROSECUTION AND PROGRESS
 MEASUREMENT AND PAYMENT
CLEARING AND GRUBBING
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 EXCAVATION AND EMBANKMENT
OVERHAUL
 EXCAVATION AND BACKFILL FOR CONDUITS AND STRUCTURES
 DITCH AND CHANNEL EXCAVATION
 PLANT MIX ASPHALT CONCRETE BASE COURSE
 RECYCLED PLANT MIX ASPHALT CONCRETE BASE COURSE
 WATERBOUND MACADAM BASE COURSE
 AGGREGATE BASE COURSE
 AGGREGATE SUBBASE COURSE
 PORTLAND CEMENT TREATED BASE
 BROOMING OFF
 ASPHALT TREATED PERMEABLE BASE
 PLANT MIX GRASSPHALT CONCRETE BASE COURSE
 ASPHALT CONCRETE PAVEMENT
BITUMINOUS(FOUR APPLICATION) MACADAM PAVEMENT(EMULSIFIED ASPHALT)
 OPEN-GRADED PLANT MIX SEAL
 SLURRY SEAL
 ROAD MIX BITUMINOUS PAVEMENT
PENETRATION MACADAM PAVEMENT
 BITUMINOUS TACK COAT
 PRIME COAT
 SEAL COAT
 BITUMINOUS SURFACE TREATMENT
 PORTLAND CEMENT CONCRETE PAVEMENT
 PAVING FABRIC
 STEEL STRUCTURES
 TIMBER STRUCTURES
 COCNRETE STRUCTURES
 PRESTRESSED CONCRETE MEMBERS
 PILING
 BEARING AND EXPANSION PLATE
 RAILINGS
 CEMENT RUBBLE MASONRY
 DRILLED SHAFTS
 STRUCTURAL CONCRETE
 REINFORCING STEEL
 CULVERTS AND STORM DRAINS
 MANHOLES, INLETS AND CATCH BASINS
 UNDERDRAINS
GUARDRAIL
 FENCES
 SIDEWALKS
 CURB AND/OR GUTTER
 REINFORCED CONCRETE DRIVEWAYS
 HAND-LAID RIPRAP
 GROUTED RUBBLE PAVING
CENTERLINE AND REFERENCE SURVEY MONUMENTS
 STANDARD SHEET SURVEY MONUMENTS
 LEVELING SURFACES
 SPRINKLER SYSTEM
 PLANTING SOIL
 GRASSED SURFACES
 PLANTING AND TRANSPLANTING
 WATERING
 TRAFFIC CONTROL SIGNS
 ROADWAY LIGHTING SYSTEM
 TRAFFIC SIGNAL SYSTEM
 WATER SYSTEM
 SEWER SYSTEM
 SHOTCRETE
 PAVEMENT MARKINGS
EXPLORATORY WORK AT STRUCTURE FOOTINGS
 SLOTTED DRAINS
 WATER POLLUTION CONTROL
 LINED DRAINAGE DITCH
 HYDRO-MULCH SEEDING
 CAST-IN-PLACE CONCRETE PIPE
 TRAFFIC CONTROL DEVICES
 GEOCOMPOSITE DRAIN
 PERMEABLE SEPARATOR
 WHEELCHAIR RAMPS
 RECONSTRUCTION OF WEEKEND PAVEMENT AREAS
 COLD PLANING OF EXISTING PAVEMENT
 MOBILIZATION
 HYDRAULIC CEMENT
 BITUMINOUS MATERIAL
 AGGREGATES
 MASONRY UNITS
 JOINT MATERIALS
 CONCRETE, CLAY AND PLASTIC (PVC) PIPE
 METAL PIPE
 PAINTS
 REINFORCING STEEL, WIRE ROPE AND PRESTRESSING STEEL
 FENCE AND GUARDRAIL
 CONCRETE CURING MATERIALS AND ADMIXTURES
 MISCELLANEOUS
 STRUCTURAL STEEL AND RELATED MATERIALS
 STRUCTURAL TIMBER AND RELATED MATERIALS
 ALUMINUM
 GEOTEXTILES
 SECTION 502 - CONCRETE
 Definition of Terms
 Bidding Requirements and Conditions
 Award and Execution of Contract
 Scope of Work
 Control of Work
 Control of Material
 Legal Relations and Responsibility to Public
 Prosecution, Progress and Termination
 Measurement and Payment
 SUPPLEMENTAL SPECIFICATIONS FOR 1999 IDAHO HIGHWAY SPECIFICATIONS
 Symbols
 Clearing and Grubbing
 Selective Removal of Trees and Stumps
 Removal of Obstructions
 Obliteration of Old Road
 Excavation and Embankment
 Haul
 Stripping Material Deposits
 Interceptor Ditches
 Small Ditches
 Structure Excavation and Compacting Backfill
 Source Reclamation
 Erosion and Sediment Control
 Topsoil
 Roadside Cleanup
 Granular Subbase
 Emulsion Treated Base
 Aggregate Base
 Reconditioning
 Reconditioning
 Rolling
 Open-Graded Rock Base (Rock Cap)
 Application of Asphalt
 Tack Coat
 Prime Coat
 Seal Coat
 Surface Treatment
 Plant Mix Pavement
 Road Mix Pavement
 Scrub Coat
 Fog Coat
 Portland Cement Concrete Pavement
 Open Graded Plant Mix
 Urban Concrete Pavement
 Plant Mix Seal
 Structures
 Concrete
 Metal Reinforcement
 Structrual Metals
 Piling
 Piling
 Pre-Stressing Concrete
 Bearing Pads and Plates
 Corrugated Plate Pipe
 Concrete Overlay
 Concrete Waterproofing Systems
 Gabion Structure
 Conduits, General
 Culverts
 Pipe Siphons
 Irrigation Pipe Lines
 Sewers
 Pipe Underdrains
 Embankment Protectors
 Aprons for Pipe
 Minor Structures
 Fences
 Cattle Guards
 Guardrail
 Sidewalks
 Urban Approaches
 Curb and Gutter
 Signs and Sign Supports
 Delineators, Mile Posts and Kilometer Posts
 Marker Posts, Witness Posts, and Street Monuments
 Illumination
 Planting
 Seeding
 Pre-cast Concrete Headgates
 Concrete Slope Paving
 Riprap
 Joints
 Construction Traffic Control Devices
 Painting
 Snow Poles
 Mobilization
 Mobilization
 Flagging and Pilot Cars
 Flagging and Pilot Cars
 Construction Maintenance During Winter Suspension
 Removal of Bridge Deck Concrete
 Mailbox
 Anit-Skid
 Construction Geotextiles
 Traffic Signal Installation
 Portland Cement
 Asphalt
 Aggregates
 Joint Fillers and Sealers
 Pipe
 Paint
 Metals
 Concrete Curing Materials and Admixtures
 Timber and Preservatives
 Miscellaneous
 Signing Materials
 Illumination Materials
 Fly Ash
 Gabion and Revet Mattress
 Geotextiles
 Supplemental Specifications and Recurring Special Provisions
 DEFINITION OF TERMS
 BIDDING REQUIREMENTS AND CONDITIONS
 AWARD AND EXECUTION OF CONTRACT
 SCOPE OF WORK
 CONTROL OF WORK
 CONTROL OF MATERIALS
 LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC
 PROSECUTION AND PROGRESS
 MEASUREMENT AND PAYMENT
 SECTION 201. CLEARING, TREE REMOVAL AND PROTECTION, CARE AND REPAIR OF EXISTING PLANT MATERIAL 201.01 Description. This work shall consist of performing the following items wherever they occur within the right of way, or within the limits of construction, including the areas of borrow pits furnished by the Department.
 SECTION 202. EARTH AND ROCK EXCAVATION 202.01 Description. This work shall consist of the excavation and transportation of suitable excavated material to embankment locations throughout the limits of the contract or the excavation, transportation, and disposal of excavated material. This work does not include excavation for structures or channel excavation.
 SECTION 203. CHANNEL EXCAVATION 203.01 Description. Channel excavation shall consist of the removal and satisfactory disposal of all materials encountered in the construction of new stream channels and in widening, deepening or straightening existing stream channels.
 SECTION 204. BORROW EXCAVATION 204.01 Description. Borrow excavation shall consist of excavating suitable materials obtained from locations furnished by the Contractor and transporting the materials to various locations throughout the limits of the contract.
 SECTION 205. EMBANKMENT 205.01 Description. This work shall consist of the construction of embankments by depositing, placing, and compacting earth, stone, gravel, or other materials of acceptable quality above the natural ground or other surface.
 SECTION 206. GRANULAR EMBANKMENT, SPECIAL 206.01 Description. This work shall consist of the construction of granular embankment by placing and compacting gravel or crushed stone on an existing pavement or surface course.
 SECTION 207. POROUS GRANULAR EMBANKMENT 207.01 Description. This work shall consist of furnishing, transporting and placing porous granular material. For the purpose of this specification, the embankment may be above the original ground line, or it may be below the water elevation.
 SECTION 208. TRENCH BACKFILL 208.01 Description. This item shall consist of furnishing and transporting fine aggregate for backfilling material for all trenches made in the subgrade of the proposed improvement, and all trenches outside of the subgrade where the inner edge of the trench is closer than 600 mm (2 ft.) to the edge of the proposed pavement, stabilized shoulder, curb, or sidewalk. This item also includes the disposal of the surplus excavated material which is replaced by trench backfill. Such disposal shall be made according to Article 202.03.
 SECTION 208. TRENCH BACKFILL 208.01 Description. This item shall consist of furnishing and transporting fine aggregate for backfilling material for all trenches made in the subgrade of the proposed improvement, and all trenches outside of the subgrade where the inner edge of the trench is closer than 600 mm (2 ft.) to the edge of the proposed pavement, stabilized shoulder, curb, or sidewalk. This item also includes the disposal of the surplus excavated material which is replaced by trench backfill. Such disposal shall be made according to Article 202.03.
 CONSTRUCTION REQUIREMENTS 209.03 General. The porous granular material shall be placed around the tile or pipe for the full width of the trench. This material shall be carried to the top of all water bearing strata intercepted by the trench or to a minimum of 300 mm (1 ft.) above the tile or pipe, as directed by the Engineer. The material shall be placed in layers not exceeding 150 mm (6 inches) in thickness and compacted in a manner approved by the Engineer. The balance of the trench shall be backfilled with approved natural soil. Surplus excavated material shall be disposed of by the Contractor, at his/her own expense, according to Article 202.03.
 SECTION 211. TOPSOIL AND COMPOST 211.01 Description. This work shall consist of furnishing and placing topsoil, special types of topsoil or compost/topsoil blend.
 SECTION 212. FINAL SHAPING, TRIMMING AND FINISHING 212.01 Description. This work shall consist of the final shaping, trimming, and finishing of the roadway, the final finishing and cleaning up of the right of way, and completing the work for acceptance. This work is in addition to the requirements of Article 104.06.
 SECTION 213. EXPLORATION TRENCH 213.01 Description. This item shall consist of constructing a trench for the purpose of locating existing farm underdrains within the construction limits of the proposed improvement.
 SECTION 250. SEEDING 250.01 Description. This work shall consist of preparing the seed bed and placing the seed and other materials required in the seeding operations on the shoulders, slopes, and other areas.
 SECTION 251. MULCH 251.01 Description. This item shall consist of furnishing, transporting, and placing mulch or erosion control blanket over seeded areas.
 SECTION 252. SODDING 252.01 Description. This work shall consist of preparing the ground surface and furnishing, transporting and placing sod and other materials required in the sodding operations.
 SECTION 253. PLANTING WOODY PLANTS 253.01 Description. This work shall consist of furnishing, transporting, and planting woody plants such as trees, shrubs, vines, and seedlings. The work shall also include all mulching, bracing, wrapping, watering, weeding, replacement of plants when required, and all work described.
 SECTION 254. PLANTING PERENNIAL PLANTS 254.01 Description. This work shall consist of furnishing, transporting, and planting perennial plants.
 SECTION 280. TEMPORARY EROSION CONTROL 280.01 Description. This work shall consist of constructing temporary erosion control systems as shown on the plans, or as directed by the Engineer during the life of the contract, to control erosion and sediment damage to the roadway, adjacent properties and water resources through the use of basins, ditch checks, temporary ditches, mulch barriers, mulches, grasses, silt filter fences, and other erosion control devices or methods.
 SECTION 281. RIPRAP 281.01 Description. This item shall consist of furnishing, transporting and placing a protective course of stone, broken concrete or precast concrete blocks laid as riprap for erosion protection, sediment control or rockfill on slopes or in channels.
 SECTION 282. FILTER FABRIC FOR USE WITH RIPRAP 282.01 Description. This work shall consist of furnishing all materials, equipment and labor, and performing the required operations for the installation of geotechnical filter fabric in conjunction with riprap on prepared subgrades or embankment foundations.
 SECTION 283. FLEXIBLE DITCH LINING 283.01 Description. This work shall consist of furnishing and installing _ permanent flexible linings in roadside ditches consisting of fiber mat, or stone aggregate.
 SECTION 284. GABIONS AND SLOPE MATTRESS 284.01 Description. This item shall consist of furnishing, transporting and placing a protective course of stone confined by wire baskets used as retaining walls, slope paving, bank protection, weirs, drop structures or outfall structures.
 SECTION 285. FABRIC FORMED CONCRETE REVETMENT MATS 285.01 Description. This work shall consist of constructing fabric formed concrete revetment mats as shown on the plans.
 SECTION 301. SUBGRADE PREPARATION 301.01 Description. This work shall consist of preparing the completed subgrade. It shall include shaping and final compaction of the earth for the construction of subbase, base, and surface courses.
 SECTION 302. LIME MODIFIED SOILS 302.01 Description. This work shall consist of the construction of a lime modified soil layer composed of soil, lime and water.
 SECTION 310. LIME STABILIZED SOIL MIXTURE 310.01 Description. This work shall consist of the construction of a lime stabilized soil mixture, composed of "reactive soil", lime and water which shall be considered as subbase.
 SECTION 311. GRANULAR SUBBASE 311.01 Description. This work shall consist of furnishing, placing and compacting granular material on the prepared subgrade.
 SECTION 312. STABILIZED SUBBASE 312.01 Description. This work shall consist of furnishing, placing and compacting a bituminous aggregate mixture, cement aggregate mixture, or pozzolanic stabilized mixture on the subgrade.
 SECTION 350. LIME STABILIZED SOIL MIXTURE 350.01 Description. This item shall consist of the construction of a lime stabilized soil mixture composed of "reactive soil", lime, and water which shall be considered as base course. The work shall be performed and measured and paid for according to the requirements of Section 310, except that the lime-soil mixture used shall provide a minimum laboratory average compressive strength of 1000 kPa (150 psi). The references in Section 310 to subbase shall be construed to include base course.
 SECTION 350. LIME STABILIZED SOIL MIXTURE 350.01 Description. This item shall consist of the construction of a lime stabilized soil mixture composed of "reactive soil", lime, and water which shall be considered as base course. The work shall be performed and measured and paid for according to the requirements of Section 310, except that the lime-soil mixture used shall provide a minimum laboratory average compressive strength of 1000 kPa (150 psi). The references in Section 310 to subbase shall be construed to include base course.
 SECTION 352. SOIL-CEMENT BASE COURSE 352.01 Description. This work shall consist of the construction of a soil-cement base course composed of soil, portland cement and water.
 SECTION 353. PORTLAND CEMENT CONCRETE BASE COURSE 353.01 Description. This work shall consist of constructing a portland cement concrete base with or without reinforcement as specified.
 SECTION 354. PORTLAND CEMENT CONCRETE BASE COURSE WIDENING 354.01 Description. This work shall consist of widening existing pavement with a portland cement concrete base course widening not exceeding 1.8 m (6 ft.) in width.
 SECTION 355. BITUMINOUS BASE COURSE 355.01 Description. This item shall consist of constructing bituminous base course on a prepared subgrade.
 SECTION 356. BITUMINOUS CONCRETE BASE COURSE WIDENING 356.01 Description. This work shall consist of widening existing pavement with a base course consisting of bituminous concrete. The width of the base course is not to exceed 1.8 m (6 ft.).
 SECTION 357. POZZOLANIC STABILIZED BASE COURSE 357.01 Description. This work shall consist of constructing Pozzolanic Stabilized Base Course.
 SECTION 358. REPAIR AND PREPARATION OF BASE COURSE 358.01 Description. This work shall consist of the repair and preparation of existing surfaces, which are to be used as bases for the various types of surface courses.
 SECTION 401. BITUMINOUS TREATED EARTH SURFACE 401.01 Description. This work shall consist of preparing an earth surface and applying bituminous materials.
 SECTION 402. AGGREGATE SURFACE COURSE 402.01 Description. This work shall consist of furnishing and placing one or more courses of aggregate upon a prepared subgrade.
 SECTION 403. BITUMINOUS SURFACE TREATMENT (CLASS A-1, A-2, A-3) 403.01 Description. This work shall consist of the construction of a single or multiple course bituminous surface treatment as indicated below:
 SECTION 404. BITUMINOUS SURFACE ROAD MIX (CLASS B) 404.01 Description. This work shall consist of constructing a bituminous surface consisting of a mixture of aggregates and bituminous material blended together by road mixing or a traveling plant on a prepared base. If required by the Special Provisions, a seal coat shall be applied to the bituminous surface.
 SECTION 405. BITUMINOUS SURFACE PLANT MIX (CLASS B) 405.01 Description. This work shall consist of constructing one or more courses of a mixture of aggregates and bituminous material on a prepared base.
 SECTION 406. BITUMINOUS CONCRETE BINDER AND SURFACE COURSE CLASS I 406.01 Description. This work shall consist of constructing one or more bituminous concrete binder courses and a bituminous concrete surface course on a prepared base. _
SECTION 407. BITUMINOUS CONCRETE PAVEMENT (FULL-DEPTH) 407.01 Description. This work shall consist of constructing a full-depth bituminous concrete pavement structure comprised of one or more bituminous 245ഊArt. 407.01 Bituminous Concrete Pavement (Full-Depth) concrete binder courses and a bituminous concrete surface course on a prepared subgrade.
 SECTION 408. INCIDENTAL BITUMINOUS SURFACING 408.01 Description. This work shall consist of the preparation of the base, the application of bituminous priming material, and the construction of a bituminous surface.
 SECTION 420. PORTLAND CEMENT CONCRETE PAVEMENT 420.01 Description. This work shall consist of a pavement composed of portland cement concrete with or without reinforcement, constructed on a prepared subgrade, or subbase, with or without forms.
 SECTION 421. CONTINUOUSLY REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT 421.01 Description. This work shall consist of constructing a continuously reinforced portland cement concrete on a prepared subgrade or subbase.
 SECTION 422. PORTLAND CEMENT CONCRETE RAILROAD CROSSING 422.01 Description. This work shall consist of constructing a cast-in-place portland cement concrete railroad crossing constructed in 2 courses on a prepared subgrade.
 SECTION 423. PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT 423.01 Description. This work shall consist of a portland cement concrete driveway pavement constructed on a prepared subgrade, according to requirements of Section 420 insofar as they apply.
 SECTION 424. PORTLAND CEMENT CONCRETE SIDEWALK 424.01 Description. This work shall consist of portland cement concrete sidewalk and sidewalk aprons constructed in one course on a prepared subgrade. This item shall apply to sidewalk and sidewalk aprons placed on earth or other subgrade, but shall not apply to sidewalk that is integrally a part of a structure.
 SECTION 440. REMOVAL OF EXISTING PAVEMENT AND APPURTENANCES 440.01 Description. This work shall consist of the removal and satisfactory disposal of all existing pavement, base and stabilized subbase, including resurfaced pavement; curb, gutter, and combination curb and gutter, including gutter inlets, outlets, and entrances; paved ditch, median, paved shoulders, driveway pavement, and sidewalk; bituminous surfaces in preparation for subsequent resurfacing; and the partial depth removal of concrete medians. The reference to "paved shoulders" in this Section shall include those shoulders constructed of bituminous and portland cement concrete.
 SECTION 441. PAVEMENT REPLACEMENT 441.01 Description. This work shall consist of the removal and replacement, and any necessary excavation and embankment of all surface, base course, and subbase as shown on the plans.
 SECTION 442. PAVEMENT PATCHING 442.01 Description. This work shall consist of the removal of the existing pavement, the necessary excavation and the replacement with the class and type of patch specified at designated locations.
 SECTION 443. REFLECTIVE CRACK CONTROL TREATMENT 443.01 Description. This work shall consist of constructing reflective crack control treatments of the type specified. Area reflective crack control treatment shall be either System A or C at the option of the Contractor. Strip reflective crack control treatment shall be either System A, B or C at the option of the Contractor.
 SECTION 444. FIBERGLASS FABRIC REPAIR SYSTEM 444.01 Description. This work shall consist of installation of a Fiberglass Fabric Repair System prior to placement of an asphalt overlay.
 SECTION 445. OPEN-GRADED ASPHALT FRICTION COURSE 445.01 Description. This work shall consist of the construction of an Open-Graded Asphalt Friction Course (OGAFC) on a new bituminous concrete binder course.
 SECTION 446. PAVEMENT REHABILITATION BY THE HEAT-SCARIFY-OVERLAY METHOD 446.01 Description. This work shall consist of rehabilitating an asphalt pavement by heating, scarifying, reshaping and rejuvenating the surface with the addition of a new bituminous concrete surface according to the thickness specified on the plans.
 SECTION 447. SINGLE PASS ASPHALT REPAVING 447.01 Description. This work shall consist of repaving the existing asphalt pavement in a continuous multi-step process of heating, scarifying and rejuvenating the old asphalt surface with the addition of a new asphalt mixture to form a bituminous concrete surface of the required thickness as specified on the plans.
 SECTION 448. MICRO-SURFACING 448.01 Description. This work shall consist of a latex modified asphalt pavement course to fill ruts and/or provide a wearing course for existing pavements.
 SECTION 449. REMOVAL AND REPLACEMENT OF PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL 449.01 Description. This work consists of removing the existing joint seal and replacing it with a new preformed elastomeric compression joint seal of the size shown in the plan details and as directed by the Engineer.
 SECTION 450. RELIEF JOINT 450.01 Description. This work shall consist of removing the existing pavement to the width specified, installing a preformed expansion joint filler and sealing as specified herein.
 SECTION 451. CRACK SEALING BITUMINOUS PAVEMENT 451.01 Description. This work shall consist of routing, cleaning and sealing transverse and longitudinal reflected cracks in the existing bituminous pavement.
 SECTION 452. CRACK AND JOINT SEALING PORTLAND CEMENT CONCRETE PAVEMENT 452.01 Description. This work consists of routing, cleaning and sealing longitudinal shoulder joints, transverse and longitudinal random cracks, centerline joints, contraction joints and transverse expansion joints in P.C. concrete pavement.
 SECTION 480. EARTH SHOULDERS AND MEDIANS 480.01 Description. This work shall consist of placing, compacting, shaping and finishing earth, which is free from vegetation, roots, sod and other objectionable material, used in the construction of shoulders and medians.
 SECTION 481. AGGREGATE SHOULDERS 481.01 Description. This work shall consist of furnishing, placing, shaping and compacting aggregate placed along the edges of the completed pavement structure.
 SECTION 482. BITUMINOUS SHOULDERS 482.01 Description. This work shall consist of constructing a bituminous shoulder on a prepared subgrade, existing paved shoulder, or subbase.
 SECTION 483. PORTLAND CEMENT CONCRETE SHOULDERS 483.01 Description. This work shall consist of constructing a portland cement concrete shoulder on a prepared subgrade or subbase adjacent to the edges of the completed pavement structure.
 SECTION 501. REMOVAL OF EXISTING STRUCTURES 501.01 Description. This work shall consist of the removal and satisfactory disposal of existing traffic and drainage structures or portions thereof, as specified.
 SECTION 502. EXCAVATION FOR STRUCTURES 502.01 Description. This work shall consist of the excavation required for the construction of all structures including all bailing, draining, pumping, sheeting; the construction of cofferdams, or temporary cribs if found necessary, and their subsequent removal; the disposal of all material obtained from such excavation; and backfilling to the level of the ground surface as it existed before any excavation was made by the Contractor.
 SECTION 503. CONCRETE STRUCTURES 503.01 Description. This work shall consist of the construction of all cast-in-place concrete structures.
 SECTION 504. PRECAST CONCRETE STRUCTURES 504.01 Description. This work shall consist of the construction of structures or portions thereof, of precast or precast, prestressed concrete structural members, manufactured and erected as specified.
 SECTION 505. STEEL STRUCTURES 505.01 Description. This section shall apply to structures or portions of structures built of structural steel shapes and plates, steel and iron castings, steel forgings, wrought iron and miscellaneous metals.
 SECTION 506. CLEANING AND PAINTING METAL STRUCTURES 506.01 Description. This work shall consist of the cleaning and preparation of steel surfaces; the furnishing, application and protection of the paint coatings; and incidental work on new and existing steel structures.
 SECTION 507. TIMBER STRUCTURES 507.01 Description. This work shall consist of timber construction required for bridges and appurtenances, where the timber is incorporated in the completed structure. All lumber and timber for erection purposes, such as falsework, forms, sheeting, bracing, etc., shall be furnished by the Contractor at his/her own expense and is not subject to the requirements of this Section.
 SECTION 508. REINFORCEMENT BARS 508.01 Description. This work shall consist of furnishing and placing reinforcement bars.
 SECTION 509. METAL RAILINGS 509.01 Description. This item shall include the furnishing of all materials and the necessary labor to construct and erect the completed railing of the type specified. The line and grade of the railing shall be true to that shown on the plans and not follow any defects in the superstructure. When the bridge is on a grade, railing posts, panels and openings shall be vertical except that posts for low metal railings on concrete parapets shall be normal to the parapet. Tops of railings shall be parallel to grade line.
 SECTION 510. PIPE HANDRAIL 510.01 Description. This work shall consist of furnishing and erecting handrail where all posts and railing members are to be constructed exclusively with pipe.
 SECTION 511. SLOPE WALL 511.01 Description. The slope wall shall be constructed on an approved earth bed as specified.
 SECTION 512. PILING 512.01 Description. This work shall consist of the furnishing, driving, building up and cutting off of timber, precast concrete, metal shell cast-in-place concrete with or without reinforcement bars and steel piles.
 SECTION 513. TEMPORARY BRIDGES 513.01 Description. This work shall consist of the construction of temporary bridges, their maintenance in a safe condition for traffic, and their removal and disposal.
 SECTION 514. TEMPORARY BRIDGE RAIL 514.01 Description. This item shall consist of furnishing, constructing, painting, maintaining and removing a temporary steel bridge rail according to the details shown on the plans.
 SECTION 515. NAME PLATES 515.01 Description. This work shall consist of the furnishing and installing of name plates.
 SECTION 540. BOX CULVERTS 540.01 Description. This work shall consist of the construction of all cast-in-place and precast concrete box culverts.
 SECTION 541. CORRUGATED STRUCTURAL PLATE DRAINAGE STRUCTURES 541.01 Description. This work shall consist of furnishing and installing corrugated structural plate pipe culverts, corrugated structural plate pipe arches and corrugated structural plate arches, fabricated and erected in sections.
 SECTION 542. PIPE CULVERTS | 542.01 Description. This work shall consist of furnishing and installing pipe culverts of the required size. The Type of fill heights shall be as follows:
 SECTION 543. INSERTION LINING OF PIPE CULVERTS 543.01 Description. This work shall consist of insertion lining of existing pipe culverts with polyethylene (PE) or reinforced plastic mortar (RPM) plastic liner pipes.
 SECTION 550. STORM SEWERS 550.01 Description. This work shall consist of constructing storm sewers of the required inside diameter with the necessary fittings.
 SECTION 551. STORM SEWER REMOVAL AND INSTALLATION 551.01 Description. This work shall consist of the removal and or installation of storm sewers, including laterals.
 SECTION 552. STORM SEWERS JACKED IN PLACE 552.01 Description. This work shall consist of furnishing and installing, by jacking, storm sewers of the required inside diameter at locations shown on the plans.
 SECTION 560. CAST IRON SOIL PIPE 560.01 Description. This work shall consist of constructing cast iron soil pipe of the required inside diameter.
 SECTION 561. WATER MAIN 561.01 Description. This work shall consist of constructing water main of the required material and inside diameter.
 SECTION 562. WATER SERVICE LINE 562.01 Description. This work shall consist of constructing water service line of the required material and inside diameter.
 SECTION 563. ADJUSTING SANITARY SEWERS AND WATER SERVICE LINES 563.01 Description. This work shall consist of adjusting sanitary sewers and water service lines, where required by the construction of the improvement.
 SECTION 564. MOVING FIRE HYDRANTS 564.01 Description. All existing fire hydrants which interfere with the construction of the proposed improvement shall be relocated or adjusted as indicated on the plans or required by the Engineer. This item includes fire hydrants with auxiliary valves and the adjustment of the fire hydrants and the auxiliary valves to the new elevations required by the proposed improvement.
 SECTION 565. MOVING DOMESTIC METER VAULTS AND WATER SERVICE BOXES 565.01 Description. All domestic meter vaults and water service boxes which are to be moved shall be removed and reset back of the proposed curb, or as directed by the Engineer.
 SECTION 580. MEMBRANE WATERPROOFING FOR RAILWAY STRUCTURES 580.01 Description. This work shall consist of furnishing, transporting and placing all materials required to construct a membrane waterproofing system on railway structures.
 SECTION 581. WATERPROOFING MEMBRANE SYSTEM | 581.01 Description. This work shall consist of furnishing and placing a | waterproofing membrane system over a properly prepared concrete bridge deck prior to placing of the bituminous concrete surface course.
 SECTION 582. BITUMINOUS CONCRETE SURFACING ON BRIDGE DECKS 582.01 Description. This work shall consist of constructing a bituminous concrete surface course on a prepared bridge deck.
 SECTION 583. PORTLAND CEMENT MORTAR FAIRING COURSE 583.01 Description. This work shall consist of placing portland cement mortar along precast, prestressed concrete bridge deck beams as required for fairing out any unevenness between adjacent deck beams prior to placing of waterproofing membrane and surfacing.
 SECTION 584. EPOXY GROUTING OF ANCHOR RODS AND BARS 584.01 Description. This work shall consist of drilling and epoxy grouting anchor rods and bars into hardened concrete when specified or when approved by the Engineer.
 SECTION 585. EPOXY MORTAR REPAIR 585.01 Description. This work shall consist of furnishing all materials and labor required to remove deteriorated concrete and replace it with an epoxy mortar at those locations shown on the plans or designated by the Engineer.
 SECTION 586. SAND BACKFILL FOR VAULTED ABUTMENTS 586.01 Description. This work shall consist of furnishing, transporting and placing a sand backfill behind vaulted abutment mainwalls to serve as a form for the placement of the concrete approach slab.
 SECTION 587. BRIDGE SEAT SEALER | 587.01 Description. This work shall consist of furnishing the required materials, cleaning bridge seats, and applying a sealer to the bridge seats of piers and/or abutments as described and all incidental and collateral work as required to perform the work as directed by the Engineer.
 SECTION 588. CONCRETE JOINT SEALER 588.01 Description. This work shall consist of furnishing all the required materials, and the placement of a concrete joint sealer of a two-component, cold-applied, elastomeric, polymer type and a rod of polychloroprene, rubber or any other approved material, to seal the horizontal joint in the bridge roadway slab.
 SECTION 590. EPOXY CRACK SEALING 590.01 Description. This work shall consist of furnishing of all labor and material required to seal cracks in structural concrete with an epoxy bonding compound as shown on the plans and as directed by the Engineer.
 SECTION 591. GEOCOMPOSITE WALL DRAIN 591.01 Description. This work shall consist of furnishing and installing geocomposite wall drain on the soil side of abutment walls, wing walls, retaining walls and culvert sidewalls.
 SECTION 592. BRIDGE WASHING 592.01 Description. This work consists of the removal of all accumulated foreign material from the entire bridge, including bridge deck, sidewalk, curbs, pier and abutment caps, all superstructure members, trusses, interior of truss members, flanges and webs of beams or girders, washing of expansion joints and drains, to prevent deterioration of the structure.
 SECTION 601. PIPE DRAINS, UNDERDRAINS AND FRENCH DRAINS 601.01 Description. This work shall consist of constructing pipe drains and pipe underdrains of the required inside diameter, and constructing french drains consisting of trenches filled with aggregate.
 SECTION 602. CATCH BASIN, MANHOLE, INLET, DRAINAGE STRUCTURES AND VALVE VAULT CONSTRUCTION, ADJUSTMENT AND RECONSTRUCTION 602.01 Description. This work shall consist of constructing, adjusting, or reconstructing catch basins, manholes, inlets, or valve vaults, with frames and grates or lids, and constructing drainage structures with frames and grates.
 SECTION 603. ADJUSTING FRAMES AND GRATES OF DRAINAGE AND UTILITY STRUCTURES 603.01 Description. This work shall consist of adjusting the frames, with grates or lids, of existing drainage and utility structures.
 SECTION 604. FRAMES, GRATES, AND MEDIAN INLETS 604.01 Description. This work shall consist of furnishing, and installing frames, grates, lids, covers, and median inlets where such items are not included in the cost of the drainage or utility structures involved.
 SECTION 605. REMOVING OR FILLING EXISTING MANHOLES, CATCH BASINS AND INLETS 605.01 Description. This work shall consist of removing or filling existing manholes, catch basins, and inlets.
 SECTION 606. CONCRETE GUTTER, CURB, MEDIAN, AND PAVED DITCH 606.01 Description. This work shall consist of constructing concrete curb, concrete gutter, combination concrete curb and gutter, concrete median or paved ditch.
 SECTION 607. SLUICE GATE 607.01 Description. This work shall consist of furnishing, fabricating, transporting and installing a sluice gate of the size shown on the plans with all the necessary appurtenances.
 SECTION 608. FLAP GATES 608.01 Description. This work shall consist of furnishing, fabricating, painting, transporting and installing a flap gate of the size, shape and design head shown on the plans together with the necessary appurtenances.
 SECTION 609. BRIDGE APPROACH PAVEMENT AND SHOULDER PAVEMENT DRAINS 609.01 Description. This work shall consist of constructing bridge approach pavement drains and bridge approach shoulder pavement drains according to the details shown on the plans.
 SECTION 610. SHOULDER INLETS WITH CURB 610.01 Description. This work shall consist of constructing shoulder inlets with curb according to the details shown on the plans and as specified.
 SECTION 611. TREATMENT OF EXISTING FIELD TILE SYSTEMS 611.01 Description. This work shall consist of locating and treating existing field tile systems within the limits of the right of way.
 SECTION 630. STEEL PLATE BEAM GUARDRAIL 630.01 Description. This work shall consist of furnishing and erecting steel plate beam guardrail and posts.
 SECTION 631. TRAFFIC BARRIER TERMINALS 631.01 Description. This work shall consist of furnishing and erecting traffic barrier terminals.
 SECTION 632. GUARDRAIL AND CABLE ROAD GUARD REMOVAL 632.01 Description. This work shall consist of the removal and disposal of existing guardrail and cable road guard.
 SECTION 633. REMOVING AND REERECTING GUARDRAIL AND TERMINALS 633.01 Description. This work shall consist of the complete removal and reerection of existing steel plate beam guardrail and traffic barrier terminals, or the rail elements of existing steel plate beam guardrail and traffic barrier terminals.
 SECTION 634. GUARD POSTS 634.01 Description. This work shall consist of furnishing and setting guard posts.
 SECTION 635. DELINEATORS 635.01 Description. This work shall consist of furnishing, installing, removing, and reinstalling delineator posts and reflectors.
 SECTION 636. CABLE ROAD GUARD 636.01 Description. This work shall consist of constructing a cable road guard consisting of a steel cable mounted on posts.
 SECTION 637. CONCRETE BARRIER 637.01 Description. This work shall consist of constructing a concrete barrier to the lines, grades and details shown on the plans.
 SECTION 638. GLARE SCREEN 638.01 Description. This work shall consist of constructing glare screens consisting of concrete glare screen, glare screen blades, or modular glare screen blades, mounted on concrete medians.
 SECTION 639. PRECAST PRESTRESSED CONCRETE SIGHT SCREEN | 639.01 Description. This work shall consist of furnishing and installing a | precast prestressed concrete panel wall sight screen.
 SECTION 640. CHAIN LINK FENCE SIGHT SCREEN | 640.01 Description. This work shall consist of furnishing and installing a chain link fence sight screen.
 SECTION 641. WOOD FENCE SIGHT SCREEN | 641.01 Description. This work shall consist of furnishing and installing wood fence sight screen.
 SECTION 661. BITUMINOUS SHOULDER CURB 661.01 Description. This work shall consist of the construction of bituminous curb along the outer edge of bituminous shoulders.
 SECTION 662. CONCRETE SHOULDER CURB 662.01 Description. This work shall consist of the construction of concrete curb along the outer edge of portland cement concrete shoulders.
 SECTION 663. CALCIUM CHLORIDE APPLIED 663.01 Description. This work shall consist of furnishing and applying calcium chloride.
 SECTION 664. CHAIN LINK FENCE 664.01 Description. This work shall consist of constructing a chain link fence.
 SECTION 665. WOVEN WIRE FENCE 665.01 Description. This work shall consist of constructing a combination woven wire and barbed wire fencing supported on either wood or metal posts, including gates and accessories.
 SECTION 666. RIGHT OF WAY MARKERS 666.01 Description. This work shall consist of furnishing and erecting concrete right of way markers, or removing and reerecting right of way markers.
 SECTION 667. DRAINAGE MARKERS AND PERMANENT SURVEY MARKERS 667.01 Description. This work shall consist of furnishing and erecting drainage markers or furnishing and installing permanent survey markers.
 SECTION 668. PRESERVATION OF STONES AND OTHER MARKERS 668.01 Description. This work shall consist of preserving Section or Subsection Stones and other markers.
 SECTION 669. REMOVAL AND DISPOSAL OF UNDERGROUND STORAGE TANKS 669.01 Description. This work shall consist of the removal and proper disposal of underground storage tanks (UST), contents and associated underground piping to the point where the piping is above the ground, including determining the content types and estimated quantities.
 SECTION 670. ENGINEERS FIELD OFFICE AND LABORATORY 670.01 Description. This item shall consist of furnishing and maintaining in good condition for the exclusive use of the Engineer a weatherproof building or buildings hereinafter described at locations approved by the Engineer. Unless otherwise provided, the building shall be independent of any building used by the Contractor and all keys to the buildings shall be turned over to the Engineer. The Engineer will designate the location of the building and it shall remain on the work site until released by the Engineer.
 SECTION 671. MOBILIZATION 671.01 Description. This work shall consist of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for the establishment of offices, buildings and other facilities necessary for work on the projects; and for all other work or operations which must be performed or costs incurred when beginning work on the project.
 SECTION 701. WORK ZONE TRAFFIC CONTROL | 701.01 Description. This work shall consist of the furnishing, installation, | maintenance, relocation, and removal of all traffic control devices according to the contract.
 SECTION 702. WORK ZONE TRAFFIC CONTROL DEVICES | 702.01 Description. This work shall consist of furnishing, maintaining, and removing traffic control devices.
 SECTION 703. WORK ZONE PAVEMENT MARKING | 703.01 Description. This work shall consist of furnishing, installing, | maintaining, and removing short term and temporary pavement markings.
 SECTION 704. TEMPORARY CONCRETE BARRIER | 704.01 Description. This work shall consist of furnishing, placing, maintaining, | relocating and removing precast concrete barriers at temporary locations as shown on the plans or as directed by the Engineer.
 SECTION 705. TEMPORARY STEEL PLATE BEAM GUARDRAIL | 705.01 Description. This work shall consist of furnishing, erecting, | maintaining, and removing steel plate beam guardrail, including posts and traffic barrier terminals.
 SECTION 720. SIGN PANELS AND APPURTENANCES | 720.01 Description. This work shall consist of furnishing, fabricating, and/or | installing sign panels, complete with sign faces, legend, and supplemental panels.
 SECTION 721. SIGN PANEL OVERLAY | 721.01 Description. This work shall consist of furnishing, and installing sign | panel overlays, complete with reflectorized or nonreflectorized sign face and legend, on existing sign panels.
 SECTION 722. DEMOUNTABLE SIGN LEGEND CHARACTERS AND ARROWS | 722.01 Description. This work shall consist of furnishing demountable legend | characters, arrows, symbols, and route shields and installing them on existing sign | panels.
 SECTION 723. INSTALL EXISTING SIGN PANEL | 723.01 Description. This work shall consist of installing an existing sign panel | on a previously erected sign support(s) or sign structure.
 SECTION 724. REMOVE, REPLACE AND RELOCATE SIGN PANEL AND SIGN PANEL ASSEMBLY | 724.01 Description. This work shall consist of removing, relocating, and/or replacing sign panels and sign panel assemblies with their supports.
 SECTION 725. OBJECT MARKER | 725.01 Description. This work shall consist of furnishing and installing an | object marker Type 1, Type 2, or Type 3 on a previously erected support.
 SECTION 726. MILE POST MARKER ASSEMBLY | 726.01 Description. This work shall consist of furnishing and installing a mile | post marker at the location specified in the plans.
 SECTION 727. SIGN SUPPORT - BREAKAWAY | 727.01 Description. This work shall consist of furnishing and installing | galvanized structural steel breakaway sign supports or galvanized hollow structural steel tubular breakaway sign supports and stub posts.
 SECTION 728. TELESCOPING STEEL SIGN SUPPORT | 728.01 Description. This work shall consist of furnishing and installing | telescoping steel sign supports for ground-mounted signs utilizing a telescoping base | section or a previously installed cast iron base.
 SECTION 729. METAL POST | 729.01 Description. This work shall consist of furnishing Type A and/or Type B metal posts, and installing them utilizing the direct burial method.
 SECTION 730. WOOD SIGN SUPPORT | 730.01 Description. This work shall consist of furnishing and installing nominal | 100-mm (4-inch) by 150-mm (6-inch) wood sign supports for ground-mounted signs.
 SECTION 731. CAST IRON BASE FOR TELESCOPING STEEL SIGN SUPPORT | 731.01 Description. This work shall consist of furnishing and installing a cast | iron base for telescoping steel sign supports.
 SECTION 732. PRECAST CONCRETE FOUNDATION FOR WOOD SIGN SUPPORT | 732.01 Description. This work shall consist of furnishing and installing a | precast reinforced concrete foundation for wood sign supports.
 SECTION 733. OVERHEAD SIGN STRUCTURES | 733.01 Description. This work shall consist of fabricating, furnishing, and | erecting span, monotube, cantilever or bridge mounted type, overhead sign structures | including supports on previously prepared foundations and/or installing an overhead | sign structure walkway on span or cantilever overhead sign structures.
 SECTION 734. CONCRETE FOUNDATIONS FOR SIGN STRUCTURES | 734.01 Description. This work shall consist of constructing Class SI concrete | foundations for the installation of structural steel sign supports and overhead sign | structures.
 SECTION 735. RELOCATE OVERHEAD SIGN STRUCTURE OR GROUND MOUNTED SIGN SUPPORT | 735.01 Description. This work shall consist of removing a span, monotube or | cantilever overhead sign structure complete with support(s) and/or a ground mounted | sign support, and installing it at another location using either the existing supports or | new supports.
 SECTION 736. REMOVE OVERHEAD SIGN STRUCTURE | 736.01 Description. This work shall consist of removing a span, monotube, | cantilever or bridge-mounted overhead sign structure.
 SECTION 737. REMOVE GROUND-MOUNTED SIGN SUPPORT AND/OR CONCRETE FOUNDATIONS | 737.01 Description. This work shall consist of removing a ground-mounted | sign support and/or concrete foundations.
 SECTION 738. REMOVE, REPLACE, AND REERECT OVERHEAD SIGN STRUCTURE - SPAN, MONOTUBE, OR CANTILEVER | 738.01 Description. This work shall consist of removing a sign structure, replacing damaged components and reerecting the overhead sign structure.
 SECTION 780. PAVEMENT STRIPING | 780.01 Description. This work shall consist of furnishing and applying pavement marking.
 SECTION 781. RAISED REFLECTIVE PAVEMENT MARKERS | 781.01 Description. This work shall consist of placing permanent and/or | temporary raised reflective pavement markers or replacing the reflective element in | a raised reflective pavement marker.
 SECTION 782. PRISMATIC REFLECTORS | 782.01 Description. This work shall consist of furnishing and installing | prismatic reflectors on concrete barriers, bridge parapet walls, and mountable or barrier curbs.
 SECTION 783. PAVEMENT MARKING AND MARKER REMOVAL | 783.01 Description. This work shall consist of removing existing pavement markings and raised reflective pavement markers.
 SECTION 801. GENERAL ELECTRICAL REQUIREMENTS | 801.01 Definition. For electrical work the following additional definitions shall apply:
 SECTION 802. LOCATING UNDERGROUND CABLE | 802.01 Description. This work shall consist of determining the exact locations | of all underground electric cable and electric conductors in conduit owned and | maintained by the Department which are in possible conflict with construction | operations to protect them from damage.
 SECTION 810. UNDERGROUND RACEWAYS | 810.01 Description. This work shall consist of furnishing and installing | raceways, fittings and accessories, either laid in trench, pushed in place, bored and | pulled, or encased in concrete.
 SECTION 811. EXPOSED RACEWAYS | 811.01 Description. This work shall consist of furnishing and installing raceways, fittings, and accessories attached to supports.
 SECTION 812. RACEWAYS EMBEDDED IN STRUCTURE | 812.01 Description. This work shall consist of furnishing and installing rigid | conduit, fittings, and accessories embedded in concrete structures.
 SECTION 813. JUNCTION AND PULL BOXES | 813.01 Description. This work shall consist of furnishing and installing a | junction or pull box.
 SECTION 814. HANDHOLE | 814.01 Description. This work shall consist of furnishing the materials and constructing a handhole, a heavy-duty handhole, or a double handhole.
 SECTION 815. GULFBOX JUNCTION | 815.01 Description. This item shall consist of furnishing and installing a gulfbox junction.
 SECTION 816. PULLING PEDESTAL | 816.01 Description. The work shall consist of furnishing and installing a pulling | pedestal complete.
 SECTION 820. MULTI-CONDUCTOR POWER CABLE | 820.01 Description. This work shall consist of furnishing and installing | multi-conductor direct burial power cable, complete with all splicing, identifications and | terminations.
 SECTION 821. UNIT DUCT | 821.01 Description. This work shall consist of furnishing and installing | preassembled cable in coilable nonmetallic conduit (unit duct), complete with all splicing, identifications, and terminations.
 SECTION 822. CABLE IN RACEWAY | 822.01 Description. This work shall consist of furnishing and installing electric | cables in conduit, complete with all splicing, identifications, and terminations.
 SECTION 823. AERIAL CABLE FOR LIGHTING | 823.01 Description. This work shall consist of furnishing, installing and | connection aerial cable complete with all splicing, identifications, and terminations.
 SECTION 824. ELECTRIC CABLE | 824.01 Description. This work shall consist of furnishing and installing an | electric cable of the type, size, and number of conductors specified.
 SECTION 825. FIBER OPTIC CABLE | 825.01 Description. This work shall consist of furnishing and installing all | accessories required and the fiber optic cable of the type, size and number of fibers specified.
 SECTION 826. SPAN WIRE AND TETHER WIRE | 826.01 Description. This work shall consist of furnishing and installing span | wire or tether wire and accessories.
 SECTION 830. METAL LIGHT POLES | 830.01 Description. This work shall consist of furnishing and installing a metal | light pole complete with a mast arm, when specified, and all required hardware including bolt covers.
 SECTION 831. WOOD POLE | 831.01 Description. This work shall consist of furnishing and installing a wood | pole as shown on the plans, including all necessary hardware and accessories required for the intended temporary or permanent use of the pole.
 SECTION 832. TRAFFIC SIGNAL POST | 832.01 Description. This work shall consist of furnishing a metal traffic signal | post of the length specified and installing it on a concrete foundation.
 SECTION 833. PEDESTRIAN PUSH-BUTTON POST | 833.01 Description. This work shall consist of furnishing a pedestrian push-button post and installing it on a concrete foundation.
 SECTION 834. MAST ARM ASSEMBLY AND POLE | 834.01 Description. This work shall consist of furnishing a steel mast arm | assembly and pole of the arm length specified and installing it on a concrete | foundation.
 SECTION 835. LIGHT TOWER | 835.01 Description. This work shall consist of furnishing and installing a light | tower complete with lowering device, and all appurtenances required for a complete | operating unit and installing it on a concrete foundation.
 SECTION 836. LIGHT POLE FOUNDATION | 836.01 Description. This work shall consist of furnishing and installing a light pole foundation.
 SECTION 837. LIGHT TOWER FOUNDATION | 837.01 Description. This work shall consist of furnishing and installing concrete foundation for the installation of a light tower.
 SECTION 838. TRAFFIC SIGNAL CONCRETE FOUNDATION | 838.01 Description. This work shall consist of furnishing and installing a | concrete foundation for the installation of a traffic signal post, controller base, or mast | arm pole.
 SECTION 839. DRILL EXISTING FOUNDATION OR HANDHOLE | 839.01 Description. This work shall consist of drilling a hole in an existing | concrete foundation or handhole and for furnishing and installing a new conduit.
 SECTION 840. SIGNAL HEAD AND OPTICALLY PROGRAMMED SIGNAL HEAD | 840.01 Description. This work shall consist of furnishing and installing a signal | head or an optically programmed signal head.
 SECTION 841. PEDESTRIAN SIGNAL HEAD | 841.01 Description. This work shall consist of furnishing and installing a pedestrian signal head.
 SECTION 842. TRAFFIC SIGNAL BACKPLATE | 842.01 Description. This work shall consist of furnishing a traffic signal | backplate and attaching it to a traffic signal face.
 SECTION 843. DIRECTIONAL LOUVER | 843.01 Description. This work shall consist of furnishing and installing a | directional louver for a 300 mm (12 inch) signal lens in the signal heads.
 SECTION 844. LUMINAIRE | 844.01 Description. This work shall consist of furnishing and installing a | luminaire including branch circuit/extension pole wire as applicable, lamp, | fuseholders, mounting hardware, and fusing.
 SECTION 845. NAVIGATION OBSTRUCTION FIXTURE | 845.01 Description. This item shall consist of furnishing and installing a | navigation obstruction warning fixture complete with all supports and hardware, | wiring, and connections to the structure or pole, and appurtenant mounting accessories.
 SECTION 846. INDUCTIVE LOOP DETECTOR | 846.01 Description. This work shall consist of furnishing and installing an | inductive loop detector.
 SECTION 847. DETECTOR LOOP | 847.01 Description. This work shall consist of furnishing and installing a | detector loop in the pavement.
 SECTION 848. ILLUMINATED SIGN | 848.01 Description. This work shall consist of furnishing and installing an | illuminated sign with the lamp intensity control device and the step-down transformer | for the fiber-optic sign.
 SECTION 850. MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION | 850.01 Description. This work shall consist of maintaining an existing traffic | signal installation that has been designated to remain in operation during construction.
 SECTION 851. PAINT EXISTING TRAFFIC SIGNAL EQUIPMENT | 851.01 Description. This work shall consist of cleaning and painting the | existing traffic signal equipment reused as part of the new traffic signal installation.
 SECTION 852. EMERGENCY VEHICLE PRIORITY SYSTEM | 852.01 Description. This work shall consist of furnishing a light transmitter, | furnishing and installing a light detector, or a light detector amplifier, for an emergency | vehicle priority system.
 SECTION 856. NAVIGATION OBSTRUCTION LIGHTING CONTROLLER | 856.01 Description. This work shall consist of furnishing and installing an | electrical control cabinet with control device(s), distribution equipment, foundation and | wiring for control of navigation obstruction lighting.
 SECTION 857. TRAFFIC ACTUATED CONTROLLER | 857.01 Description. This work shall consist of furnishing and installing a traffic | actuated solid state digital controller in the controller cabinet of the type specified with | peripheral equipment.
 SECTION 858. FLASHER CONTROLLER | 858.01 Description. This work shall consist of furnishing and installing a | flasher controller and cabinet.
 SECTION 859. TRANSCEIVER | 859.01 Description. This work shall consist of furnishing and installing a | transceiver with necessary connections for proper operation.
 SECTION 860. MASTER CONTROLLER | 860.01 Description. This work shall consist of furnishing and installing a | master controller with the necessary connections for proper operation.
 SECTION 861. DIGITAL TIME SWITCH | 861.01 Description. This item shall consist of furnishing, installing, and setting a digital time switch, with necessary connections for proper operation.
 SECTION 862. PEDESTRIAN PUSH-BUTTON | 862.01 Description. This work shall consist of furnishing and installing a pedestrian push-button and an appropriate traffic signal instruction sign.
 SECTION 863. CONTROLLER CABINET AND PERIPHERAL EQUIPMENT | 863.01 Description. This work shall consist of furnishing and installing a | cabinet and peripheral equipment for an existing traffic signal controller.
 SECTION 864. TRANSCEIVER-FIBER OPTIC | 864.01 Description. This work shall consist of furnishing and installing a fiber | optic transceiver for a traffic signal controller.
 SECTION 865. BREAKAWAY DEVICES | 865.01 Description. This item shall consist of furnishing and installing a | breakaway device, on a pole foundation.
 SECTION 866. HIGHWAY LIGHTING ELECTRIC SERVICE INSTALLATION | 866.01 Description. This work shall consist of all material and labor required | to extend, connect, or modify the electric services.
 SECTION 867. TRAFFIC SIGNAL ELECTRICAL SERVICE INSTALLATION | 867.01 Description. This work shall consist of furnishing and installing an | electrical service installation.
 SECTION 868. TRENCH AND BACKFILL FOR ELECTRICAL WORK | 868.01 Description. This work shall consist of constructing and backfilling a | trench for the accommodation of cables and raceways.
 SECTION 870. TEMPORARY LIGHTING REMOVAL | 870.01 Description. This item shall consist of the disconnection and removal | of the temporary lighting system.
 SECTION 871. REMOVAL OF LIGHTING FIXTURES | 871.01 Description. This work shall consist of the removal and disposal of | existing light pole foundations, lighting units, and luminaires, and shall also include the | backfilling of the excavated areas.
 SECTION 872. RELOCATE LIGHTING UNITS AND POLES | 872.01 Description. This item shall consist of removing an existing lighting unit | and reinstalling temporary poles and/or lighting unit on a proposed foundation in | locations as designated by the Engineer.
 SECTION 873. REMOVAL, RELOCATION, AND REBUILDING OF EXISTING SIGNAL AND APPURTENANCES | 873.01 Description. This work shall consist of the removal, removal and | relocation, and or the rebuilding of existing signal items and appurtenances in the | construction of signalized intersections.
 SECTION 1001. PORTLAND CEMENT OR BLENDED HYDRAULIC CEMENT | 1001.01 Specifications. Portland cement, portland-pozzolan cement and | portland blast-furnace slag cement shall be according to ASTM specifications and | meet the standard physical and chemical requirements. The Engineer may specify | optional physical and chemical requirements. ASTM sampling and test procedures | will be used to verify the requirements in ASTM specifications. Specific references to the types of cement are as follows:
 SECTION 1002. WATER 1002.01 Quality. Water used with cement in concrete, mortar, and water used for curing concrete shall be clean, clear, free from sugar and shall not contain acid, alkali, salts or organic matter in excess of the following amounts when tested according to AASHTO T 26:
 SECTION 1003. FINE AGGREGATES 1003.01 Materials. The aggregate materials shall conform to the following requirements:
 SECTION 1004. COARSE AGGREGATE 1004.01 Materials. The aggregate materials shall conform to the following requirements:
 SECTION 1005. STONE, CONCRETE BLOCKS AND BROKEN CONCRETE FOR EROSION PROTECTION, SEDIMENT CONTROL, AND ROCKFILL 1005.01 Stone for Erosion Protection, Sediment Control, and Rockfill. Stone, sediment, and rockfill shall meet the following requirements:
 SECTION 1006. METALS 1006.01 Corrugated Steel Pipe and Corrugated Steel Pipe Arch. The thickness and masses for different covers shall be as specified in Tables I and II of Article 542.03.
 SECTION 1007. TIMBER AND PRESERVATIVE TREATMENT 1007.01 Description. This Specification covers structural timber for bridges and guardrail, timber piling, guard and guide posts, bracing stakes, woven wire fence posts and braces, and preservative treatment.
 SECTION 1008. PAINT MATERIALS AND MIXED PAINTS 1008.01 General. All paint materials for use in the manufacture of these paints shall be delivered in the original packages and shall be used without adulteration. With the exception of aluminum paint, the paints shall be made by thoroughly dispersing the pigments in a portion of the vehicle and thinning with the remainder of the vehicle. The pigments shall be dispersed with an approved roller mill, pebble mill, ball mill or a high speed dispersion mill using a carborundum rotor and stator in such a manner that very little heat is developed. The dispersion of all pigments in the paints shall be such that the coarse particles and skins (total residue retained on a 45 �m (No. 325) sieve, based on pigment) will not exceed 1.5 percent. The quantities of paint materials and the quantities of pigment and vehicle used in formulating a paint shall be based on the average percentage of the minimum and maximum composition limits given in the Specifications. The manufacturer shall furnish to the Department the batch formula which will be used in manufacturing the paint. Paints shall be produced which during storage will not thicken, "skin over", liver, settle out appreciably, or cake badly in the containers, and which can be readily broken up with a paddle to a smooth, uniform consistency.
 SECTION 1009. BITUMINOUS MATERIALS 1009.01 Description. Bituminous materials shall include asphalt cements, asphalt fillers, emulsified asphalts, rapid curing liquid asphalts, medium curing liquid asphalts, slow curing liquid asphalts, and road oils. All bituminous materials used in a given construction shall be uniform in character, appearance and consistency.
 SECTION 1010. FLY ASH 1010.01 Description. Fly ash shall consist of the finely divided residue that results from the combustion of ground or powdered coal, transported from the combustion chamber by exhaust gas, collected by mechanical or electrical means, and stored in stockpiles or bins.
 SECTION 1011. MINERAL FILLER 1011.01 Description. Mineral filler shall consist of dry limestone dust, or other material approved by the Engineer, conforming to the following requirements:
 SECTION 1012. LIME 1012.01 Hydrated Lime. Hydrated lime shall conform to the requirements of ASTM C 207, Type N. When used in pozzolanic aggregate mixture, the following modifications to ASTM C 207 shall apply:
 SECTION 1013. CHLORIDES 1013.01 Calcium Chloride. Calcium chloride shall conform to the requirements of AASHTO M 144.
 SECTION 1020. PORTLAND CEMENT CONCRETE 1020.01 Description. This item shall consist of the materials, proportioning, mixing, transporting, curing and protecting portland cement concrete.
 SECTION 1021. CONCRETE ADMIXTURES 1021.01 General. Admixtures shall be furnished in liquid form ready for use. The admixtures may be delivered to the job in the manufacturer's original containers, bulk tank trucks or such containers or tanks as are acceptable to the Engineer. Delivery shall be accompanied by a ticket which clearly identifies the manufacturer and trade name of the material. In all cases, containers remaining on the job shall be readily identifiable to the satisfaction of the Engineer as to manufacturer and trade name of the material they contain.
 SECTION 1022. CONCRETE CURING MATERIALS 1022.01 Membrane Curing Compound. Membrane curing compound shall be one of the following 3 types. The type used shall be that stipulated in the contract or authorized by the Engineer.
 SECTION 1024. NONSHRINK GROUT 1024.01 Requirements. Nonshrink grout shall be a flowable nonmetallic grout and nonshrink when tested according to the applicable portions of the Corps of Engineers "Specification for Nonshrink Grout", CRD-C621. The maximum expansion allowable in this test at 3, 14 and 28 days is 0.4%. The expansion at 3 and 14 days shall not be greater than the expansion at 28 days. The grout shall have a compressive strength of not less than 20 MPa (3000 psi) at an age of 24 hours when tested using applicable portions of ASTM C 109M (C 109). The compressive strength specimens shall be produced from a mixture of the dry grout and sufficient water to produce a flowable mixture. The initial set shall not be less than 60 minutes when tested under CRD-C82, "Method of Test for Time of Setting of Grout Mixtures," Corps of Engineers. The resistance of the grout to freeze thaw shall be such that it maintains a relative dynamic modulus of elasticity of not less than 80% after 300 cycles when tested according to AASHTO T 161, Procedure B. The grout product may be accepted under certification that it meets the above requirements; however, the Department retains the right to perform any or all of the tests as a condition of approval.
 SECTION 1025. EPOXY CONCRETE MATERIALS 1025.01 Adhesive. The epoxy concrete adhesive shall be a 2-component, epoxy-resin system for use in bonding freshly mixed concrete to hardened concrete. The epoxy concrete adhesive shall conform to the requirements of ASTM C 881, Type V, Grade 2, Class B or C. The class supplied shall be governed by the range of temperatures for which the material is to be used.
 SECTION 1026. BRIDGE SEAT SEALER | 1026.01 General. Sealer types shall be according to the listing in AASHTO M | 224 and additional types will be considered for use. The Department will maintain an approved list.
 SECTION 1027. CHEMICAL ADHESIVE 1027.01 Chemical Adhesive Resin System. The chemical adhesive resin | system shall consist of a 2-part, fast-setting resin and filler/hardener. Materials shall | be according to the Bureau of Materials and Physical Research's Policy memorandum | "Chemical Adhesive Acceptance Procedures," and be listed on the Department's approved list.
 SECTION 1040. DRAIN PIPE, TILE, TUBING, DRAINAGE MAT AND WALL DRAIN | 1040.01 Drain Tile. Drain tile shall conform to the requirements of ASTM C | 4. The tile furnished shall be that designated as Heavy-Duty Drain Tile. The maximum length of the units shall be 600 mm (24 inches).
 SECTION 1041. BRICK 1041.01 Building Brick (Made From Clay or Shale). Building brick, made from clay or shale, shall conform to the requirements of AASHTO M 114. The brick shall be of the grade designated as Grade SW.
 SECTION 1044. FLAP GATE 1044.01 Cover. The cover shall be cast iron, ASTM A 126, Class B, with necessary reinforcing ribs. It shall be fabricated with a lifting eye for manual operation, and with bosses to provide a pivot point connection with the links. Bosses shall be designed to place the hinge bolt in double shear when the gate is assembled. Pivot bosses shall be designed to limit the double hinge action, preventing the cover from rotating sufficiently to become wedged in the open position.
 SECTION 1050. POURED JOINT SEALERS 1050.01 Cold-Poured Joint Sealer. Cold-poured joint sealer, cold application type shall comply with the requirements of ASTM D 1850-74.
 SECTION 1051. PREFORMED EXPANSION JOINT FILLERS 1051.01 Methods of Sampling. Two samples, each 300 mm (12 inches) in length and full width, will be taken for each 300 m (1000 ft.) or fraction thereof. Individual samples will be taken from separate pieces of preformed expansion joint filler selected at random.
 SECTION 1052. NEOPRENE EXPANSION JOINT 1052.01 Description. Neoprene Expansion Joint shall consist of molded anchor blocks of elastomeric and steel, field assembled over continuous lengths of elastomeric sealing membrane, with incidental accessories,
SECTION 1053. PREFORMED ELASTOMERIC COMPRESSION JOINT SEALS FOR CONCRETE 1053.01 Requirements. (a) Preformed elastomeric compression joint seals shall meet the requirements of AASHTO M 220 with the following modifications for the low compression seals for concrete pavement joints:
 SECTION 1054. NONMETALLIC WATER SEALS 1054.01 Description. Nonmetallic water seals shall be either thermoplastic or rubber.
 SECTION 1055. MASTIC JOINT SEALER FOR PIPE 1055.01 Requirements. Cold-applied bituminous sealer for culvert and sewer pipe joints shall be a bituminous material of such consistency that it can be applied to the joints with a trowel when the temperature of the air is between -7 �C and 38 �C (20 �F. and 100 �F.), or it shall be a preformed bituminous material that can be applied to the joints by hand. The bituminous material shall adhere to the concrete or clay pipe so as to make a watertight seal and shall not flow, crack, or become brittle when exposed to the atmosphere.
 SECTION 1058. CONCRETE JOINT SEALER 1058.01 Requirements. The sealing compound shall be a liquid polymer type compound produced by mechanically mixing on the jobsite, according to manufacturer's recommendations, a liquid base polymer with a suitable curing component to form a homogeneous, liquid mixture suitable for filling and adhering to joints by pouring.
 SECTION 1059. ELASTIC JOINT SEALER 1059.01 Requirements. The joint sealer shall be composed of a mixture of materials that will form a resilient and adhesive compound capable of effectively sealing joints and cracks in bituminous pavements against the infiltration of moisture and foreign material throughout repeated cycles of expansion, contraction, and impact, and that will not flow from the joint or be picked up by vehicle tires at summer temperatures. The joint sealer shall be free of all foreign material and shall be capable of being brought to a uniform, smooth pouring consistency suitable for completely filling the joints without inclusion of large airholes or discontinuities and without damage to the material.
 SECTION 1060. WATERPROOFING MATERIALS 1060.01 Description. Waterproofing materials shall include asphalt primer, waterproofing asphalt, waterproofing asphalt emulsion, and butyl rubber membrane. All waterproofing materials used in a given construction shall be uniform in character, appearance, and consistency.
 SECTION 1061. WATERPROOFING MEMBRANE SYSTEM 1061.01 Description. The waterproofing membrane system materials shall consist of a penetrating primer, coal tar pitch emulsion, fiber glass, slurry seal top coat and a sand asphalt seal protection layer.
 SECTION 1062. REFLECTIVE CRACK CONTROL SYSTEM 1062.01 Reflective Crack Control System A. The reinforcing fabric shall be a nonwoven polypropylene or other approved plastic fabric having the following properties:
 SECTION 1063. FIBERGLASS FABRIC REPAIR SYSTEM 1063.01 Requirements. The Fiberglass Fabric Repair System shall consist of two components, fiberglass and bituminous adhesive.
 SECTION 1080. FABRIC MATERIALS 1080.01 Fabric Envelope for Pipe Underdrains. The fabric envelope for encasing perforated corrugated polyethylene (PE) tubing may be either a knitted, woven, or nonwoven fabric.
 SECTION 1081. MATERIALS FOR PLANTING 1081.01 Trees, Shrubs, Vines, and Seedlings. Trees, shrubs, vines and seedlings shall conform to the standards adopted by the American Association of Nurserymen.
 SECTION 1082. PREFORMED BEARING PADS 1082.01 Fabric Bearing Pads. Fabric bearing pads shall consist of a fabric and rubber body made with new unvulcanized rubber and unused fabric fibers.
 SECTION 1083. ELASTOMERIC BEARINGS 1083.01 Description. Elastomeric Bearings shall consist of laminated elastomeric pads or assemblies of laminated elastomeric pads with externally bonded structural steel bearing plates, structural steel top bearing plate, and required stainless steel and TFE sheets, as shown on the plans and as specified.
 SECTION 1084. TRAFFIC CONTROL DEVICES AND CONSTRUCTION SIGNS 1084.01 Flashing and Steady Burning Barricade Lights. Barricade lights shall consist of a metal or plastic case, transistorized electrical circuit and head. Lights shall be maintained so as to be visible on a clear night from a distance of 900 m (3000 ft.). Type B lights, when required for daylight operations, shall be maintained so as to be visible on a sunny day from a distance of 300 m (1000 ft.) when viewed without the sun directly on or behind the light. All lights shall meet the requirements of the Institute of Transportation Engineers Standard for Flashing and Steady-Burn Barricade Warning Lights. Lights are classified as follows:
 SECTION 1085. ELECTRICAL MATERIALS | 1085.01 General. Electrical materials or equipment which are similar or | identical shall be the product of the same manufacturer. Electrical materials and equipment shall bear the UL label whenever such labeling is available.
 SECTION 1086. GLARE SCREEN BLADES 1086.01 Description. | (a) General | (1) The blades shall have a minimum unit mass (weight) of 0.9 kg/m | (0.6 lbs. per ft.). (The closed end shall be excluded from the total mass [weight] when determining the unit mass [weight].)
 SECTION 1090. SIGN BASE | 1090.01 Sheet Aluminum. The sign base material shall be flat sheet | aluminum to which a chemical conversion coating has been applied. The material | shall comply with ASTM B 209, Alloy 6061-T6 or 5052-H 38 and conversion coated according to either MIL-C-5541 or ASTM-B-449.
 SECTION 1091. SIGN FACE | 1091.01 Reflective and Nonreflective Sheeting. The sheeting shall form a | durable bond to smooth corrosion and weather-resistant surfaces and adhere | securely at temperatures of -34 to 71 �C (-30 to 160 �F.). When subjected to any | temperature within this range, the sheeting shall not crack, chip, or peel voluntarily, | nor shall it be removable from the panel in one piece without the aid of a tool. The | precoated adhesive, 48 hours after application, shall be elastic enough, at low | temperatures, to resist shocking off when struck at -23 �C (-10 �F.), vandal resistant, | and strong enough to resist appreciable peeling. The bond shall be sufficient to | support a 0.8 kg mass (1 3/4-pound weight) attached to the free end of a specimen | and allowed to hang free from an angle of 90� to the panel surface for 5 minutes | without peeling more than 50 mm (2 inches) as outlined in the test for adhesive | backing Federal Specifications L-S-300.
 SECTION 1092. SIGN LEGEND AND SUPPLEMENTAL PANELS | 1092.01 General. Letters and numerals used shall conform to the standard | alphabets for highway signs (available from the Federal Highway Administration) of the series indicated in the design details for the sign.
 SECTION 1093. SIGN SUPPORTS 1093.01 Supports. | (a) Structural Steel. Steel shall have a silicone content suitable for galvanizing.
 SECTION 1094. OVERHEAD SIGN STRUCTURES | 1094.01 General. Materials used in the fabrication of trusses, cantilevers, and | bridge-mounted sign structures, including their supports and walkways, shall be | according to the specifications set forth in the plans and the following: High Strength | Steel Bolts, Nuts and Hardened Washers, Fabric Pads, Stainless Steel Bolts and | Screws.
 SECTION 1095. PAVEMENT MARKINGS | 1095.01 Thermoplastic Pavement Markings. The material shall be a mixture | of resins and other materials providing an essentially nonvolatile thermoplastic | compound especially developed for traffic markings.
 SECTION 1096. PAVEMENT MARKERS | 1096.01 Raised Reflective Pavement Markers. Raised Reflective Pavement | Markers shall meet the following specifications:
 SECTION 1097. REFLECTORS | 1097.01 General. The reflectors shall be molded of acrylic plastic into a | rectangular or trapezoidal shape designed to transmit a light pattern back toward the | light source.
 SECTION 1101. GENERAL EQUIPMENT
 SECTION 1102. BITUMINOUS EQUIPMENT
 SECTION 1103. PORTLAND CEMENT CONCRETE EQUIPMENT
 SECTION 1104. CEMENT OR POZZOLANIC AGGREGATE MIXTURE EQUIPMENT
 SECTION 1105. PAVEMENT MARKING EQUIPMENT
 SECTION 1106. TRAFFIC CONTROL EQUIPMENT
 DESIGN BUILD WORK PLAN
 PERFORMANCE RELATED SPECIFICATION FOR PCCP PAVEMENT
 QC/QA Hot Mix Asphalt, HMA, Pavement
 QC/QA Portland Cement Concrete Pavement, PCCP
 Quality Assurance Aggregate Certification
 Specification for Warranted Asphalt Pavement
WARRANTED MICRO-SURFACING
 WARRANTED HMA/SMA PAVEMENT
 WARRANTED PCCP
 General Provisions
 101 -- DEFINITIONS AND TERMS
 102 -- BIDDING REQUIREMENTS AND CONDITIONS
 103 -- AWARD AND EXECUTION OF CONTRACT
 104 -- SCOPE OF WORK
 105 -- CONTROL OF WORK
 106 -- CONTROL OF MATERIAL
 107 -- LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 108 -- PROSECUTION AND PROGRESS
 109 -- MEASUREMENT AND PAYMENT
 110 -- MOBILIZATION AND DEMOBILIZATION
 111 -- STOCKPILED MATERIALS
 Earthwork
 201 -- CLEARING AND GRUBBING
 202 -- REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 203 -- EXCAVATION AND EMBANKMENT
 204 -- GEOTECHNICAL INSTRUMENTATION
 205 -- TEMPORARY EROSION AND SEDIMENT CONTROL
 206 -- STRUCTURE EXCAVATION
 207 -- SUBGRADE
 208 -- FINISHING SHOULDERS, DITCHES, AND SLOPES
 209 -- FINISHING EARTH GRADED ROADS
 210 -- FINAL TRIMMING AND CLEANING
 211 -- B BORROW FILL AND BACKFILL
 212 -- STOCKPILED SELECTED MATERIALS
 213 -- FLOWABLE MORTAR
 214 -- Blank
 215 -- CHEMICAL MODIFICATION OF SOILS
 216 ?CELLULAR CONCRETE FILL, CCF
 Aggregate Pavement and Bases
 301 -- Blank
 302 -- Blank
 303 -- COMPACTED AGGREGATE BASE, SURFACE, OR SHOULDERS
 304 -- SUBBASE
 305 -- RECONDITIONING
 306 -- Blank
 307 -- PORTLAND CEMENT CONCRETE BASE
 308 -- BLANK
 309 -- BLANK
 310 -- BLANK
 Asphalt Pavements
 401 -- QUALITY CONTROL/QUALITY ASSURANCE, QC/QA, HOT MIX ASPHALT, HMA, PAVEMENT
 402 -- HOT MIX ASPHALT, HMA, PAVEMENT
 403 -- COLD MIX ASPHALT, CMA, PAVEMENT
 404 -- SEAL COAT
 405 -- PRIME COAT
 406 -- TACK COAT
 407 -- DUST PALATIVE
 408 -- EQUIPMENT
 Concrete Pavements
 501 -- QUALITY CONTROL/QUALITY ASSURANCE, QC/QA, PORTLAND CEMENT CONCRETE PAVEMENT, PCCP
 502 -- PORTLAND CEMENT CONCRETE PAVEMENT, PCCP
 503 -- PCCP JOINTS
 504 -- PCCP FINISHING AND CURING
 505 ? TESTS AND PROCEDURES
 506 -- PCCP PATCHING
 507 -- EQUIPMENT
 Incidental Construction
 601 -- GUARDRAIL
 602 -- CONCRETE BARRIER
 603 -- FENCES
 604 -- SIDEWALKS, CURB RAMPS AND STEPS
 605 -- CURBING
 606 -- Blank
 607 -- PAVED SIDE DITCH OR CONCRETE GUTTER
 608 -- SHOULDER DRAINS
 609 -- Blank
 610 -- SURFACES FOR APPROACHES
 611 -- CROSSOVERS, DRIVEWAYS AND MAILBOX INSTALLATIONS
 612 -- UNDERSEALING
 613 -- SALVAGED ROAD MATERIALS
 614 -- CONCRETE HEADER
 615 -- MONUMENTS, MARKERS AND PARKING BARRIERS
 616 -- RIPRAP AND SLOPEWALL
 617 -- GEOGRID FOR SUBGRADE STABILIZATION OR MODIFICATION
 618 -- Blank
 619 -- PAINTING BRIDGE STEEL
 620 -- Blank
 621 -- SEEDING AND SODDING
 622 -- PLANTING TREES, SHRUBS, AND VINES
 Structures
 701 -- DRIVEN PILING
 702 -- STRUCTURAL CONCRETE
 703 -- REINFORCING BARS
 704 -- CONCRETE FLOOR SLABS
 705 -- SIDEWALKS ON STRUCTURES
 706 -- RAILINGS
 707 -- PRECAST AND PRESTRESSED CONCRETE STRUCTURAL MEMBERS
 708 -- PNEUMATICALLY PLACED MORTAR
 709 -- PORTLAND CEMENT CONCRETE SEALERS
 710 -- REPOINTING MASONRY IN STRUCTURES
 711 -- STEEL STRUCTURES
 712 -- TIMBER STRUCTURES
 713 -- TEMPORARY BRIDGES AND APPROACHES
 714 -- CONCRETE CULVERTS AND RETAINING WALLS
 715 -- PIPE CULVERTS, AND STORM AND SANITARY SEWERS
 716 -- JACKED PIPE
 717 -- STRUCTURAL PLATE PIPE, PIPE-ARCHES, AND ARCHES
 718 -- UNDERDRAINS
 719 -- TILE DRAINS
 720 -- MANHOLES, INLETS, AND CATCH BASINS
 721 -- AUTOMATIC DRAINAGE GATES
 722 -- LATEX MODIFIED CONCRETE BRIDGE DECK OVERLAYS
 723 -- Blank
 724 -- STRUCTURAL EXPANSION JOINTS
 725 ?SLIP LINING OF EXISTING 725 ?SLIP LINING OF EXISTING PIPE
 Traffic Control Devices and Lighting
 801 -- TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE OPERATIONS
 802 -- SIGNS
 803 ? WELDING ALUMINUM ALLOYS
 804 -- DELINEATORS
 805 -- TRAFFIC SIGNALS
 806 -- BLANK
 807 -- HIGHWAY ILLUMINATION
 808 -- PAVEMENT TRAFFIC MARKINGS
 Materials Details
 901 ? PCC MATERIALS
 902 -- ASPHALT MATERIALS
 903 -- CLASSIFICATION OF SOILS
 904 -- AGGREGATES
 905 -- MASONRY UNITS
 906 -- JOINT MATERIALS
 907 -- CONCRETE, CLAY, AND PLASTIC DRAINAGE COMPONENTS
 908 -- METAL PIPE
 909 -- PAINT AND LIQUID EPOXY
 910 -- METAL MATERIALS
 911 -- WOOD MATERIALS
 912 -- CONCRETE CURING MATERIALS AND ADMIXTURES
 913 -- MISCELLANEOUS
 914 -- ROADSIDE DEVELOPMENT MATERIALS
 915 -- BRIDGE PILES AND BEARINGS
 916 -- MATERIALS CERTIFICATIONS
 917 -- QUALITY ASSURANCE AGGREGATE CERTIFICATION
 Section 2301. Portland Cement Concrete Pavement
 Section 2303. Hot Mix Asphalt Mixtures
SECTION 1101. GENERAL
 SECTION 1102. PROPOSAL REQUIREMENTS AND CONDITIONS.
 SECTION 1103. APPROVAL FOR AWARD AND AWARD OF CONTRACT.
SECTION 1104. SCOPE OF WORK.
 SECTION 1105. CONTROL OF WORK.
SECTION 1106. CONTROL OF MATERIALS.
 SECTION 1107. LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC.
 SECTION 1108. PROSECUTION AND PROGRESS.
 SECTION 1109. MEASUREMENT AND PAYMENT AND METRIC CONVERSION
 SECTION 1110. PROGRESS SCHEDULING.
 SECTION 1111. INCENTIVE/DISINCENTIVE FOR EARLY COMPLETION
General Supplemental Specifications for Highway and Bridge Construction
 SECTION 2101. CLEARING AND GRUBBING 2101.01 DESCRIPTION. Except for field fences, trees, shrubs, and grasses which are to be preserved as indicated in the contract documents or as designated by the Engineer, all woody and other herbaceous vegetation, field fences, and rubbish shall be removed from the right-of-way and from borrow pits furnished by the Contracting Authority.
SECTION 2102. ROADWAY AND BORROW EXCAVATION 2102.01 DESCRIPTION. This work shall include removal of all materials as indicated in the contract documents and from borrow pits, exclusive of that designated as channel excavation. It shall also include removal of material necessary to provide suitable approaches from intersecting highways and private entrances. It shall include all shaping and sloping necessary for construction of the roadbed, slopes, gutters, and inlet and outlet ditches in accordance with these specifications and in conformance with the alignment, grade, and cross sections shown in the contract documents or established by the Engineer.
SECTION 2103. FUEL ADJUSTMENT 2103.01 DESCRIPTION. A fuel adjustment factor will be applied to payments and partial payments for quantities of certain items of excavation work as the work is done, in accordance with this specification when indicated in the contract documents.
SECTION 2104. CHANNEL EXCAVATION 2104.01 DESCRIPTION. This work shall consist of the excavation of channels or removal of material involved in channel changes, or similar excavation not normal to Class 10 excavation, as shown in the contract documents and placement of this material as shown in the contract documents or as directed by the Engineer.
SECTION 2105. STRIPPING, SALVAGING, AND SPREADING TOPSOIL 2105.01 DESCRIPTION. This item shall consist of removing topsoil from borrow pits, cuts, or areas to be covered by embankments, preparation of sod, and hauling, depositing, and spreading the topsoil on shoulders, slopes, excavated areas, borrow pits, and other designated areas, in accordance with the contract documents.
SECTION 2107. EMBANKMENTS 2107.01 DESCRIPTION. Embankment construction shall consist of the preparation of the site, and placement and compaction of excavated materials to the required elevation and cross section as shown in the contract documents and in accordance with the following requirement:
SECTION 2108. OVERHAUL Overhaul shall consist of the transportation of excavated material from roadway and borrow excavation, from channel excavation, and from excavation for structures, a distance in excess of the free haul limit specified for the particular kind of excavation involved.
SECTION 2109. NATURAL SUBGRADE 2109.01 DESCRIPTION. Construction of natural subgrade shall consist of the shaping and consolidation of a prescribed portion of all subgrades in preparation for the placement of a pavement, pavement widening, base course, or subbase.
SECTION 2110. SOIL AGGREGATE SUBBASE 2110.01 DESCRIPTION. Soil aggregate subbase shall consist of soil from the subgrade combined with mineral aggregate present on the road surface, with or without additional aggregate, spread, shaped, and compacted in accordance with the contract documents.
SECTION 2111. GRANULAR SUBBASE 2111.01 DESCRIPTION. Granular subbase shall consist of a uniform mixture of granular material placed on a subgrade, uniformly moistened, shaped, and compacted, all in accordance with the contract documents.
SECTION 2113. SUBGRADE STABILIZATION MATERIAL. 2113.01 DESCRIPTION. The Contractor shall furnish and place material to stabilize the subgrade under the pavement at the locations specified in the contract documents. The type of subgrade stabilization material required will be specified in the contract documents.
SECTION 2114. CLASS A SUBBASE 2114.01 DESCRIPTION. Class A subbase shall consist of the construction of a 100,000 ESAL, 3/4 inch (19 mm) HMA base course, or a slip formed PCC base, at the option of the Contractor, according to the contract documents.
SECTION 2115. MODIFIED SUBBASE 2115.01 DESCRIPTION. Modified subbase shall consist of a uniform mixture of uniformly moistened granular materials, placed on a subgrade, shaped, and compacted in accordance with the contract documents.
 SECTION 2121. GRANULAR SHOULDERS 2121.01 DESCRIPTION. This work shall consist of preparing a shoulder area and furnishing and placing granular material on the prepared area as shown in the contract documents for Type A Granular Shoulders or Type B Granular Shoulders as specified. This section may also apply to construction of paved shoulder fillets.
SECTION 2122. PAVED SHOULDERS 2122.01 DESCRIPTION. This work shall consist of preparing the area adjacent to a pavement, as necessary, and furnishing and placing shoulder material on the prepared area, in accordance with the contract documents and following provisions. It may include construction of an earth fill and a special backfill layer for new construction or surface preparation for resurfacing or overlay construction.
SECTION 2123. EARTH SHOULDERS FOR PAVEMENTS AND BASES 2123.01 DESCRIPTION. In general, construction of earth shoulders for pavements and bases relates to the earthwork above subgrade elevation, adjacent to the sides of pavement or base, but may involve minor or major reshaping and replacement of embankment material. The work shall consist of construction or finishing of earth shoulders by placement and consolidation of suitable materials adjacent to a previously constructed pavement or base, as shown in the contract documents, and placing in an acceptable condition any other sections of right-of-way disturbed by operations of the Contractor.
SECTION 2125. RESHAPING DITCHES 2125.01 DESCRIPTION. This work shall consist of the removal of excess earth material from side ditches in accordance with the contract documents.
SECTION 2126. RECLAIMING PRESENT SURFACING MATERIAL 2126.01 DESCRIPTION. The work of reclaiming present surfacing material will consist of scarifying, windrowing, loading, stockpiling, rehauling, and depositing granular material found on the present road surface.
Section 2127. Reconstruction of Roadbed 2127.01 DESCRIPTION. This work shall consist of removal of the upper portion of an existing roadbed to the depth specified in the contract documents, and the storage of the material removed, during the construction of subbase, base, or pavement, as designated. The work shall also include the recovery of stored material for reconstruction of roadbed to the typical cross section shown in the contract documents, all in accordance with the following provisions.
SECTION 2201. PORTLAND CEMENT CONCRETE BASE 2201.01 DESCRIPTION. This work consists of construction of a PCC base course on a prepared subgrade prior to placement of a surface course. It shall be built substantially to the dimensions shown in the contract documents.
Section 2203. HOT MIX ASPHALT BASE 2203.01 DESCRIPTION. This work consists of construction of a HMA base, as specified, upon a prepared or corrected subgrade or a previously constructed base or subbase. It shall be built to the dimensions shown in the contract documents and in accordance with requirements of Section 2303.
SECTION 2210. MACADAM STONE BASE 2210.01 GENERAL. This work consists of preparing the subgrade, providing for a filter course, furnishing, placing, and compacting a Macadam base course and a choke stone course, and applying a prime to the finished work, prior to placement of a surface course, all in accordance with the contract documents.
SECTION 2212. BASE REPAIR 2212.01 DESCRIPTION. This work consists of cleaning and repairing pavement in preparation for resurfacing with HMA.
SECTION 2213. BASE WIDENING 2213.01 DESCRIPTION. This work consists of excavating the shoulder material, removing existing curb, removing existing flumes, and construction of the widened portions of base prior to placement of a surface course, seal coat, or another base course as a part of the contract in accordance with the contract documents and the following provisions:
SECTION 2214. PAVEMENT SCARIFICATION 2214.01 DESCRIPTION. This work shall consist of scarifying the surface of asphalt or PCC pavement to improve the surface profile and cross section, in preparation for resurfacing as a part of the contract. For the purpose of this specification, scarification is a general term meaning removal of a pavement surface, in accordance with the contract documents, by milling with cold planing equipment. When complete removal of asphalt material to an underlying PCC surface is intended, the contract documents may allow this removal by other methods and equipment.
SECTION 2216. CRACKING AND SEATING CONCRETE PAVEMENT 2216.01 DESCRIPTION. This work shall consist of cracking and seating existing PCC pavement, prior to resurfacing with HMA. Associated work may include removal of an existing HMA overlay if present, subdrain construction, HMA resurfacing, and shoulder work.
SECTION 2217. RUBBLIZING EXISTING PORTLAND CEMENT CONCRETE PAVEMENT 2217.01 DESCRIPTION. For this work the Contractor shall rubblize and compact the PCC pavement as shown in the contract documents in preparation for the placement of the PCC or HMA.
Section 2301. Portland Cement Concrete Pavement
 Section 2302. Portland Cement Concrete Pavement Widening
 Section 2303. Hot Mix Asphalt Mixtures
Section 2306. Bituminous Fog Seal (Pavement)
Section 2307. Bituminous Seal Coat
Section 2308. Bituminous Fog Seal (Shoulders)
Section 2309. Surface Recycling By Heater Scarification
Section 2310. Portland Cement Concrete Overlay
Section 2312. Granular Surfacing
Section 2314. Surface Application of Calcium Chloride
Section 2315. Driveway Surfacing
Section 2316. Pavement Smoothness
Section 2317. Smoothness of Bridge Decks and Bridge Deck Overlays
Section 2318. Cold In-Place Asphalt Pavement Recycling
Section 2319. Slurry Leveling, Slurry Wedge (Edge Rut Treatment), and Strip Slurry Treatment
SECTION 2401. REMOVAL OF EXISTING STRUCTURES 2401.01 DESCRIPTION. This item shall consist of removal from the project of all portions of an existing structure, except the portions that may be required or permitted to be left in place. Unless otherwise provided, all structures or parts of structures to be removed shall become the property of the Contractor.
SECTION 2402. EXCAVATION FOR STRUCTURES 2402.01 DESCRIPTION. Excavation for structures shall consist of the removal of all material necessary for construction of the work included in the contract, in conformity with the contract documents. It shall include furnishing, placing, and removal of all cofferdams, shoring, and bracing and removal of all surplus material.
SECTION 2403. STRUCTURAL CONCRETE 2403.01 DESCRIPTION. Concrete shall be composed of Portland cement, fine and coarse aggregate, specified or permitted admixtures, and water mixed in proportions specified herein for the various classes.
SECTION 2404. REINFORCEMENT 2404.01 DESCRIPTION. This work shall consist of furnishing and placing all reinforcing bars and fabrics used in concrete in accordance with the contract documents.
SECTION 2405. FOUNDATIONS AND SUBSTRUCTURES 2405.01 DESCRIPTION. Foundations and substructures shall consist of the bases or supports upon which the superstructure rests. They may consist of abutments and piers with or without piling or drilled shafts. The various types shall be constructed in conformance with the contract documents and with requirements of this section and various sections applying to the type of construction designated. The provisions of Sections 2401, 2402, 2403, 2404, 2408, 2414 and 2501 shall apply in addition to provisions of this section.
SECTION 2406. CONCRETE STRUCTURES 2406.01 DESCRIPTION. The provisions of this section shall apply to all types of bridge structures in which the main members spanning the various supports are composed of concrete. The concrete superstructure shall be placed on a substructure constructed according to Section 2405. The various types of structures shall be built in conformance with the contract documents. In addition to this section, the provisions of Sections 2403, 2404, 2405, 2407, 2412, 2413, and 2414 shall apply.
SECTION 2407. PRECAST AND PRESTRESSED CONCRETE BRIDGE UNITS 2407.01 DESCRIPTION. The provisions of this section shall apply to production and construction of precast concrete and prestressed concrete as defined in Section 1101. Prestressed and precast concrete shall be produced in a plant for which equipment, procedures, and quality of concrete have been approved by the Contracting Authority. The Contractor or fabricator shall provide technical personnel, experienced and skilled in the application of the prestressing system being used. These personnel shall cooperate fully with the Engineer in all technical aspects of the work.
SECTION 2408. STEEL STRUCTURES 2408.01 DESCRIPTION. The provisions of this section shall apply to fabrication and erection of all types of bridge structures in which the main members spanning the various supports are composed of steel and of other structures or parts of structures where the design or intended use of steel is based on physical or chemical properties of the steel. Unless modified elsewhere in the contract documents, all fabrication to which this section applies shall be done in the states, territories, and possessions of the United States and in other locations within the geographic limits of North America and only in qualified steel fabrication shops and plants that are approved as per Materials I.M. 557. All main member fabrication, except bearing devices, shall be fabricated by plants certified as Category III, Major Steel Bridges, under the provisions of AISC's Quality Certification Program. The steel superstructure will be placed on a substructure constructed as provided in Section 2405. The requirements of Sections 2403, 2404, 2410, 2411, 2412, 2413, and 2508 shall apply to the various types of construction. The various types of structures shall be built in conformance with the contract documents.
SECTION 2409. TIMBER STRUCTURES 2409.01 DESCRIPTION. This section shall apply to construction of structures composed wholly of timber or of timber combined with structural steel or concrete. The provisions of Sections 2401, 2402, 2403, 2404, 2405, 2408, and 2501 shall apply to various phases of the construction. Timber portions of the structure shall be built to conform to the contract documents and requirements of this section.
SECTION 2410. PLANK FLOORS 2410.01 GENERAL. This construction shall consist of furnishing and installing either treated or untreated single or double plank floors in accordance with the contract documents.
SECTION 2411. LAMINATED WOOD FLOORS 2411.01 DESCRIPTION. This construction shall consist of furnishing and installing treated laminated floors in accordance with the contract documents and the following provisions.
SECTION 2412. NEW CONCRETE FLOORS ON BRIDGE DECKS 2412.01 DESCRIPTION. This construction shall include all new concrete floors on timber, concrete, and steel bridge decks. Sections 2403 and 2404 shall apply to this construction in addition to the following requirements.
SECTION 2413. SURFACING AND REPAIR AND OVERLAY OF BRIDGE FLOORS 2413.01 DESCRIPTION. Surfacing bridge floors shall consist of placing a wearing course on a prepared surface, and other necessary work shown in the contract documents or specified herein.
SECTION 2414. RAILINGS 2414.01 DESCRIPTION. This work shall consist of furnishing and constructing railings of the type, dimension, and materials as shown in the contract documents. The provisions of Section 2403 shall apply.
SECTION 2415. CONCRETE BOX, ARCH, AND CIRCULAR CULVERTS 2415.01 DESCRIPTION. The provisions of this section shall apply to all cast-in-place concrete culverts. The requirements of Sections 2401, 2402, 2403, 2404, and 2414 shall also apply.
SECTION 2416. RIGID PIPE CULVERTS 2416.01 DESCRIPTION. Rigid pipe culverts shall consist of furnishing and installation of concrete pipe and shall include both roadway culverts and entrance culverts. Roadway culverts shall include all culverts placed on a public way whether Primary Road, Secondary Road, city street, or other way maintained for public traffic. Entrance culverts shall include all culverts for private drives, such as entrances to farms, city lots, etc., which are not maintained for public traffic.
SECTION 2417. CORRUGATED CULVERTS 2417.01 DESCRIPTION. Corrugated culverts shall be furnished and installed in conformance with the contract documents and the following provisions. The definitions of roadway and entrance culverts shall be as defined in Article 2416.01.
 SECTION 2418. PIPE CULVERTS INSTALLED BY JACKING 2418.01 DESCRIPTION. Installation of pipe culverts by jacking shall consist of furnishing and placing culvert pipe of the size, type, and design specified in the contract documents, in accordance with the provisions of this section.
SECTION 2420. STRUCTURAL PLATE PIPES, PIPE ARCHES, and ARCHES 2420.01 DESCRIPTION. This work shall consist of furnishing and constructing structural plate pipes, pipe arches, or arches meeting requirements of these specifications and of the sizes and dimensions shown in the contract documents.
SECTION 2422. UNCLASSIFIED PIPE CULVERTS 2422.01 DESCRIPTION. Unclassified pipe culverts shall consist of the construction and installation of roadway and entrance culverts for which inside dimensions and length are specified. The type of pipe to be used will be specified only by group number in accordance with Article 2422.02. The selection of pipe of a type permitted by this specification, or other approved types permitted in the contract documents, will be optional with the Contractor. Use of more than one type of pipe at one installation site will not be permitted unless by written approval of the Engineer. The definitions of roadway and entrance culverts shall be as defined in Article 2416.01.
SECTION 2423. SUPPORT STRUCTURES FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS 2423.01 DESCRIPTION. This specification covers fabrication, furnishing, and erecting support structures for highway signs, luminaires, and traffic signals. Design shall be in accordance with the contract documents and the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals.
SECTION 2424. SHOTCRETE 2424.01 DESCRIPTION. This work shall consist of removing unsound concrete, preparing the concrete surfaces, and applying and curing shotcrete where indicated in the contract documents and where directed by the Engineer.
SECTION 2425. PRECAST PRESTRESSED CONCRETE DECK PANELS 2425.01 DESCRIPTION. This specification describes precast prestressed concrete deck panels to be used in the construction of bridge decks. When authorized in the contract documents, these panels may be used in construction of the deck, at the option of the Contractor, in lieu of the usual removable floor forms. The panels shall remain in place, and they are designed as part of the deck in the completed structure. When the option is authorized, the contract documents will include details of the panels and their use.
SECTION 2426. STRUCTURAL CONCRETE REPAIR 2426.01 DESCRIPTION. This work is repairing spalled or deteriorated structural concrete as specified in the contract documents. This work may or may not include the installation of concrete anchors, reinforcing bars or wire mesh.
SECTION 2427. BRIDGE CLEANING 2427.01 GENERAL. Bridge Cleaning consists of the removal of all accumulated foreign material from the entire bridge including bridge deck, sidewalk, curbs, pier tops, trusses, interior of truss members, lower flanges of beams or girders, cleaning of expansion joints, wind links and drains to prevent deterioration of the structure. Areas which have been cleaned shall be free of all accumulations of sand, gravel, dirt, bird nests and excreta, and other foreign materials.
Section 2501. PILES AND PILE DRIVING 2501.01 DESCRIPTION. These requirements shall apply to furnishing and placing of piles for foundations, trestles, and other exposed work.
Section 2502. SUBDRAINS 2502.01 DESCRIPTION. Construction of subdrains shall consist of furnishing and installing subdrain of the size and type shown in the contract documents. All subdrains shall be installed at the locations and to the grades and elevations shown in the contract documents. This work shall also include the construction of trench drains. The provisions of Section 2403 shall apply.
Section 2503. STORM SEWERS 2503.01 DESCRIPTION. This work shall consist of constructing sewers for removal of surface water from collection points adjacent to the road. The provisions of Section 2403 shall apply.
Section 2504. SANITARY SEWERS 2504.01 DESCRIPTION. This work shall consist of construction of sanitary sewers together with the utility access, lamp holes, and other incidentals, in accordance with the contract documents and the following requirements. In addition to these specifications, it shall be the Contractor's duty to comply with local ordinances and requirements that may apply to the work. The provisions of Section 2403 shall apply.
Section 2505. REMOVAL AND CONSTRUCTION OF GUARDRAIL 2505.01 DESCRIPTION. This work shall consist of constructing guardrail by furnishing and installing posts, beams or cables, end anchorages, and any special connections and fittings which may be required in the contract documents. It shall also consist of removing existing guardrail.
Section 2506. FLOWABLE MORTAR 2506.01 DESCRIPTION. This work shall consist of placing a flowable mortar fill material. Uses include, but are not limited to, placement under existing bridges, around or within box culverts or culvert pipes, in open trenches, or at other locations as shown in the contract documents.
Section 2508. REMOVAL OF PAINT AND PAINTING STEEL BRIDGE STRUCTURES 2508.01 REMOVAL OF PAINT. A. Non-Hazardous Paint Removal.
Section 2510. REMOVAL OF PAVEMENT 2510.01 DESCRIPTION. This work involves removal of PCC pavement including reinforcing, pavement widening, HMA pavement, and concrete curb and gutter. This work also involves breaking and leaving in place PCC pavement and, removal of anchor lugs in continuously reinforced PCC pavement.
Section 2511. REMOVAL AND CONSTRUCTION OF PORTLAND CEMENT CONCRETE SIDEWALKS 2511.01 DESCRIPTION. This work shall consist of removal of sidewalks or portions of sidewalks and the construction of new PCC sidewalks according to the contract documents. Unless otherwise specified, the minimum thickness of sidewalks shall be 4 inches (100 mm).
Section 2512. PORTLAND CEMENT CONCRETE CURB AND GUTTER 2512.01 DESCRIPTION. This work shall consist of the construction of a PCC curb or curb and gutter, separate from the construction of a pavement in accordance with the contract documents. When construction of curb or curb and gutter is associated with a bridge structure the concrete used shall be produced, transported, and placed in accordance with Section 2403.
Section 2513. CONCRETE BARRIER 2513.01 DESCRIPTION. The provisions of this section shall apply to production and construction of concrete barrier, both permanent and temporary, as shown in the contract documents. The provisions of Section 2403 shall apply.
Section 2514. CURB REMOVAL 2514.01 DESCRIPTION. This work involves the removal of curb from PCC pavements which are to remain in place. It also includes removal of flumes and construction and shaping of shoulders as specified in the contract documents.
 Section 2515. REMOVAL AND CONSTRUCTION OF PAVED DRIVEWAYS 2515.01 DESCRIPTION. This work shall consist of removal of paved drives or portions of drives, and construction of new PCC driveways in accordance with the contract documents.
 Section 2516. REMOVAL AND CONSTRUCTION OF RETAINING WALLS AND STEPS 2516.01 DESCRIPTION. This work shall consist of removal of retaining walls and steps as designated, and construction of new PCC retaining walls and steps in accordance with the contract documents and the following provisions.
Section 2517. CONCRETE HEADER SLABS 2517.01 DESCRIPTION. This work shall consist of construction of PCC header slabs at junctures of railroad or drainage structures with HMA base or surface in accordance with the contract documents.
Section 2518. SAFETY CLOSURE 2518.01 DESCRIPTION. This section concerns Safety Closures erected as specified in the contract documents. Two types of safety Closures will be specified: Road Closures and Hazard Closures.
Section 2519. FENCE CONSTRUCTION 2519.01 DESCRIPTION. This work shall consist of furnishing all material, setting posts, and erecting the fence in accordance with the contract documents.
Section 2520. FIELD LABORATORY AND FIELD OFFICE 2520.01 GENERAL. Furnishing field laboratory and/or field office shall consist of furnishing and maintaining field office and/or laboratory space, as specified, to be used for project testing of earthwork where moisture control or moisture density control is required, subbase, base, pavement, and any other designated use.
Section 2521. CERTIFIED PLANT INSPECTION 2521.01 DESCRIPTION. This describes certified plant inspection. Certified plant inspection will be required for Interstate, Primary, state park, and institutional projects. It will apply to other projects only when designated. When this specification applies, the Contractor shall furnish or be responsible for certified plant inspection for the work, as specified herein.
Section 2522. TOWER LIGHTING 2522.01 DESCRIPTION. This specification is for fabrication and construction of tower lighting systems, consisting of footings, towers, luminaires, and associated appurtenant items required by the contract documents. Section 2523 shall apply to other components of this system.
Section 2523. HIGHWAY LIGHTING 2523.01 DESCRIPTION. The work to be performed under this specification shall consist of furnishing all work, apparatus, and materials to construct, install, and place in operation to the Engineer's satisfaction, a complete highway lighting system as shown in the contract documents.
 Section 2524. HIGHWAY SIGNING 2524.01 DESCRIPTION. This specification covers the fabrication and erection of all traffic signs and delineators, in accordance with the contract documents. All parts used in construction of traffic signs and delineators shall be able to withstand a wind load of 30 pounds per square foot (1.4 kPa) on the sign surface.
 Section 2525. TRAFFIC SIGNALIZATION 2525.01 GENERAL. A. Description. The work to be performed under this specification shall consist of furnishing all work, apparatus, and materials to construct, install, and place in operation, a complete traffic signal system as shown in the contract documents. The Contractor shall furnish and install all components of the system not furnished by the utility company serving the traffic signal system, including all incidental items appurtenant to the operation of the system.
Section 2526. CONSTRUCTION SURVEY 2526.01 DESCRIPTION. This work involves survey for construction projects. The Contractor shall furnish the survey necessary for construction of the project as intended by the contract documents and approved revisions. The provisions of Article 1105.06 do not apply to this work, except that the original stakes set by the Engineer shall be preserved. If, in the opinion of the Engineer, any of the original survey stakes or marks have been carelessly or willfully destroyed or disturbed by the Contractor, the cost of replacing shall be charged to the Contractor. Construction survey shall include qualified personnel, equipment, and supplies required for, but not limited to, the following items:
Section 2527. PAVEMENT MARKING 2527.01 DESCRIPTION. This work involves the furnishing, installation, maintenance, and removal of permanent or temporary pavement markings, temporary delineators, and raised pavement markers, such as:
 Section 2528. TRAFFIC CONTROL 2528.01 DESCRIPTION. This section describes various materials, equipment, and procedures involved in traffic control during construction. The Contractor and the Contracting Authority have certain responsibilities, whether public traffic is allowed or is prohibited during construction, and Article 1107.09 shall apply.
Section 2529. FULL DEPTH FINISH PATCHES 2529.01 DESCRIPTION. This work shall consist of removing pavement in areas designated by the Engineer to be patches, restoring the subbase and/or subgrade and furnishing and placing subbase aggregate, furnishing and placing patching material, and restoring the shoulder area. A new finished traffic surface shall be constructed in the patch area.
Section 2530. PARTIAL DEPTH FINISH PATCHES 2530.01 DESCRIPTION. Partial depth finish patches shall consist of removing pavement in areas designated in the contract documents or by the Engineer to be patches. This includes furnishing and placing patching material to provide a new traffic surface, and restoring the adjacent shoulder as shown in the contract documents. This work is in areas where the size, shape, and depth of patch depends on the extent of pavement deterioration and must be determined during the removal operation.
 Section 2531. PAVEMENT SURFACE REPAIR (MILLING) 2531.01 DESCRIPTION. This work shall consist of milling the surface of HMA or PCC pavement to improve the surface profile and cross section for use as a traffic surface. The intention is also to improve surface texture.
Section 2532. PAVEMENT SURFACE REPAIR (DIAMOND GRINDING) 2532.01 DESCRIPTION. This work involves grinding an existing PCC pavement surface for profile improvement, for use as a traffic surface, using a diamond grinder. Grinding and texturing shall be performed at the locations shown in the contract documents.
Section 2533. MOBILIZATION 2533.01 DESCRIPTION. Mobilization shall consist of preparatory work and operations for all items under the contract, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and for the establishment of all offices, buildings, and other facilities, which must be performed or costs incurred prior to beginning work on the various items on the project site. Mobilization may include bonding, permit, and demobilization costs.
Section 2534. DELIVERY OF SAMPLES 2534.01 DESCRIPTION. This item covers the delivery of project samples for testing purposes. It applies to Interstate and Primary projects for which certified plant inspection is required or authorized. These provisions shall not apply to Non-Primary projects for which certified plant inspection is required or authorized, unless indicated in the contract documents.
Section 2535. BIN TYPE CRIP WALLS 2535.01 DESCRIPTION. Crib walls of the bin type will be used to retain earth embankments when lateral clearance will not allow normal earth slopes. These walls may be constructed of precast concrete units in the form of alternate courses of stretchers and headers or may be constructed of formed galvanized sheets so that when assembled, they will form a succession of vertical, rectangular cells which will be backfilled with suitable material. Both precast concrete units and formed galvanized sheets shall conform to the contract documents.
Section 2536. ASBESTOS REMOVAL 2536.01 DESCRIPTION. This work is for removal, transportation, and disposal of asbestos in buildings scheduled for demolition or renovation. It shall be performed in accordance with 40 CFR Part 61, Subpart M. The work will be detailed in the contract documents.
Section 2537. REMOVAL OF UNDERGROUND TANK SYSTEMS AND REMEDIATION OF PETROLEUM CONTAMINATED SOIL 2537.01 SCOPE OF WORK. A. Removal of Underground Tanks. Removal of underground tanks shall include:
Section 2538. SALVAGE, REMOVAL, AND DISPOSAL OF OBSTRUCTIONS 2538.01 DESCRIPTION. This work consists of the salvage, removal, and disposal of buildings and other obstructions from the project site as designated in the contract documents. Unless otherwise designated in the contract documents, the Contractor may elect to demolish the buildings on site and remove the building materials, or move the building structure intact from the site.
Section 2539. CONCRETE PAVEMENT UNDERSEALING BY PRESSURE GROUTING 2539.01 DESCRIPTION. This work will consist of undersealing and supporting the concrete pavement to specified grade tolerances by drilling and injecting cement/fly ash grout as shown in the contract documents.
Section 2540. LONGITUDINAL JOINT REPAIR 2540.01 DESCRIPTION. Longitudinal joint repair shall consist of milling the existing unstable asphalt material down to the PCC base over longitudinal widening joints and the center line joint, as shown in the contract documents or as directed by the Engineer; cleaning and sealing or filling the existing longitudinal opening in the concrete base; and filling the milled trench with the specified mixture. The width to be milled shall be 6 inches (150 mm). However, a 12 inch (300 mm) milling width may be designated in the contract documents. The Engineer may also designate other joints and cracks for this repair.
Section 2541. CRACK AND JOINT CLEANING AND SEALING (HMA SURFACES) 2541.01 DESCRIPTION. This work shall consist of routing and cleaning (preparation) of cracks in HMA surface and sealing the prepared cracks with a joint sealer.
Section 2542. CRACK AND JOINT CLEANING AND SEALING (PORTLAND CEMENT CONCRETE PAVEMENT) 2542.01 DESCRIPTION. This work shall consist of routing or sawing and cleaning of random cracks and existing transverse and longitudinal joints in PCC pavement and sealing the prepared cracks and joints with an approved sealing material.
 Section 2543. TRANSVERSE JOINT REPAIR FOR HMA PAVEMENTS 2543.01 GENERAL. Transverse Joint Repair consists of milling unstable material from transverse joints of existing HMA pavements as directed by the Engineer, cleaning the opening in the existing pavement, filling the milled trench with the specified mixture, and sealing the edges of the repair when required.
Section 2544. CLEANING AND FILLING CRACKS FOR HMA SURFACES 2544.01 DESCRIPTION. This work is for cleaning and filling cracks in an existing pavement or paved shoulder. It involves filling large cracks and spalled areas with HMA and filling smaller cracks with filler material. This type of work is intended primarily for existing pavements that are not to be resurfaced. If additional work is to be required, it will be defined elsewhere in the contract documents.
Section 2545. OVERLAY OF TYPE "B" GUIDE SIGNS 2545.01 GENERAL. This specification covers the overlaying of existing Type B signs. The signs to be overlaid will be identified in the contract documents.
Section 2546. GABIONS AND MATTRESSES 2546.01 DESCRIPTION. This work shall involve furnishing and placing compartmented, rectangular baskets made of woven wire, and filling the baskets with revetment stone. Gabions are intended for high strength installations in both horizontal and vertical structures. Mattresses are intended for lower strength, horizontal or nearly horizontal structures. The work shall be done as shown in the contract documents and as specified herein. When specified, concrete grout shall be furnished, transported, and placed within the voids to the full width of the gabion basket without over consolidation
 Section 4100. GENERAL PROVISIONS 4100.01 DESCRIPTION. Section 1106 shall apply to all materials. When a standard specification or test method is included by reference using abbreviations, Article 1101.02 shall apply. These references shall be construed as the latest standard specification or test method published prior to the date of the contract.
Section 4101. PORTLAND CEMENT 4101.01 GENERAL REQUIREMENTS. A. ASTM C 150 Cements. Unless otherwise specified, Portland cement shall meet the requirements of ASTM C 150 and the following requirements:
Section 4102. WATER FOR CONCRETE AND MORTAR 4102.01 DESCRIPTION. Water used in concrete or mortar shall be free from detrimental amounts of oil, salts, acids, alkali, organic matter, or other objectionable substances. Recycled wash water will not be permitted for use in concrete. Where the source of water is relatively shallow, it shall be maintained at a suitable depth, and the intake screened, to exclude objectionable amounts of silt, mud, grass, or other foreign material. Water which contains suspended matter in excess of 2000 ppm shall be filtered or otherwise clarified.
Section 4103. LIQUID ADMIXTURES FOR PORTLAND CEMENT CONCRETE 4103.01 DESCRIPTION. Liquid admixtures for PCC shall be approved by the Engineer. Evidence for the Engineer's evaluation, based on tests made in a recognized laboratory, shall be submitted to show the material meets requirements of AASHTO M 154 for air entraining admixtures and AASHTO M 194 for other liquid admixtures. A recognized laboratory is any laboratory regularly inspected by the Cement and Concrete Reference Laboratory of the National Institute of Standards & Technology. Tests may be made on samples taken from a quantity submitted by the Contractor for use on the project or on samples submitted and certified by the manufacturer as representative of the admixture to be supplied. Unless approved by the Engineer, admixtures containing more than 1.0% chloride ions shall not be used.
Section 4104. BURLAP FOR CURING CONCRETE 4104.01 DESCRIPTION. Burlap used for curing concrete shall meet requirements of AASHTO M 182 (10 ounces (284 g)) except as modified below. It shall be jute or kenaf fabric that has not been in contact with wool, sugar, molasses, or other substance that might have an objectionable effect on fresh concrete.
Section 4105. LIQUID CURING COMPOUNDS 4105.01 DESCRIPTION. Liquid compounds for curing concrete shall comply with AASHTO M 148 and the following requirements.
Section 4106. Plastic Film and Insulating Covers for Curing Concrete 4106.01 DESCRIPTION. Plastic film and insulating covers shall meet the following requirements for the material specified.
Section 4107. Plastic Film for Subgrade Treatment 4107.01 DESCRIPTION. Plastic film to be used for treating subgrade of concrete pavement shall be polyethylene film not less than 0.85 mils (21 �m) thick, either clear or white pigmented type. The width of strips used shall provide a lap not less than 12 inches (0.3 m) between adjacent strips. Plastic film which has been used not more than once for curing concrete pavement and has been salvaged in usable condition may be used for treatment of subgrade.
Section 4108. Mineral Admixtures 4108.01 DESCRIPTION. Fly ash to be substituted for Portland cement in concrete shall comply with AASHTO M 295, either Class F or Class C, including the Supplementary Optional Chemical Requirements. Sources with fly ash between 1.5% and 2.5% available alkalies may be approved. For Class C fly ash, the pozzolanic activity test with lime will not be required.
Section 4109. Aggregate Gradations 4109.01 DESCRIPTION. Gradations for various aggregates are shown in the Aggregate Gradation Table. Each gradation in the table is identified by number. When the aggregate is tested by means of laboratory sieves, the sieve analysis shall show a gradation within the range permitted for the Gradation Number specified.
Section 4110. Fine Aggregate for Concrete 4110.01 DESCRIPTION. Fine aggregate for concrete shall consist of clean, hard, durable, mineral aggregate particles free from injurious amount of silt, shale, coal, organic matter, or other objectionable material and shall comply with the following requirements:
Section 4111. Class L Fine Aggregate for Concrete 4111.01 DESCRIPTION. Class L fine aggregate for concrete may only be used in Class L concrete mixtures. Class L fine aggregate shall meet the requirements of Articles 4110.01 and 4110.02.
Section 4112. Fine Aggregate for Mortar 4112.01 DESCRIPTION. Fine aggregate for mortar shall consist of natural sand as defined in Articles 4110.01 and 4111.01, unless otherwise permitted or specified.
Section 4115. Coarse Aggregate for Concrete 4115.01 DESCRIPTION. Coarse aggregate for PCC shall consist of gravel or crushed stone particles, or combinations of these materials.
Section 4117. Class V Aggregate for Concrete 4117.01 DESCRIPTION. Class V aggregate shall consist of a mixture of fine and coarse particles of feldspathic rocks.
Section 4120. Granular Surfacing Material 4120.01 DESCRIPTION. Material for granular surfacing of roadbeds, referred to in Sections 2312 and 2315, shall consist of a uniform mixture of fine and coarse particles of crushed stone, gravel, or a combination of these materials with sand. This material or combination of materials shall meet the following requirements for the class of material specified in the contract documents.
Section 4121. Granular Subbase Material 4121.01 DESCRIPTION. Granular subbase material shall meet the following requirements for the respective type or use specified. It shall be the Contractor's responsibility to furnish material that has a sufficiently stable quality to resist distortion during construction of succeeding courses and provides satisfactory drainage.
Section 4122. Crushed Stone Base Material 4122.01 DESCRIPTION. Material for crushed stone base courses shall meet the following requirements for the material specified in the contract documents.
Section 4123. Modified Subbase Material 4123.01 DESCRIPTION. Material for modified subbase shall consist solely, or in combinations, of crushed PCC pavement, crushed composite pavement, crushed stone, sand, or gravel meeting the requirements for Gradation No. 14 of the Aggregate Gradation Table in Section 4109.
Section 4125. Cover Aggregate and Aggregate for Slurry Mixtures 4125.01 DESCRIPTION. This section describes cover aggregate for bituminous seal coats, and aggregate for slurry mixtures.
Section 4126. Type B Aggregate for Hot Mix Asphalt 4126.01 DESCRIPTION. The aggregate shall consist of gravel, crushed stone, or both, and may be combined with sand and filler, and shall meet the following requirements
 Section 4127. Type A Aggregate for Hot Mix Asphalt 4127.01 DESCRIPTION. Type A Aggregate for HMA shall consist of crushed stone, gravel, or both and may be combined with sand and filler. Particles retained on the No. 4 (4.75 mm) sieve shall be considered coarse aggregate, and particles passing the No. 4 (4.75 mm) sieve shall be considered fine aggregate.
Section 4130. Revetment Stone and Erosion Stone 4130.01 DESCRIPTION. All revetment shall come from an approved source. Material for revetment shall be sound and durable broken limestone, dolomite, quartzite or broken concrete. A minimum of 50% of the stone or broken concrete revetment shall be composed of beds or slabs more than 5 inches (125 mm) thick. A minimum of 10% of the beds or slabs shall be thick enough to produce the required weight (mass) of either the stone or concrete with the greatest dimension not more than 2 times the smallest dimension.
Section 4131. Porous Backfill Material 4131.01 DESCRIPTION. Porous backfill material shall be a granular material to be used as a pervious filling around drain tile, longitudinal drains, and elsewhere to intercept the flow of ground water.
Section 4132. Special Backfill Material 4132.01 DESCRIPTION. Material used for special backfill shall be a uniform mixture of coarse and fine particles of crushed PCC salvaged or unclassified reclaimed HMA, crushed limestone, or a mixture of gravel, sand, and soil; or a mixture of crushed limestone, gravel, sand, and soil.
Section 4133. Granular Backfill Material 4133.01 DESCRIPTION. Granular backfill material shall be composed of particles passing the No. 8 (2.36 mm) sieve or these particles in combination with coarser particles passing the 3 inch (75 mm) sieve with fine particles predominating so that voids between coarse particles are not likely to occur. This is described as Gradation No. 32 of the Aggregate Gradation Table referenced in Section 4109.
Section 4136. Joint Fillers and Sealers 4136.01 DESCRIPTION. Joint fillers and sealers shall be of the type required in the contract documents.
Section 4137. Asphalt Binder 4137.01 DESCRIPTION. Asphalt binder shall meet the requirements for the type and grade specified in the contract documents.
Section 4138. Cut-back and Liquid Asphalts 4138.01 DESCRIPTION. Cutback asphalts and liquid asphalts shall be of the grade specified and shall meet the following requirements:
Section 4139. Liquid Sealing Materials for PCC Surfaces 4139.01 DESCRIPTION. Liquid sealing materials for PC concrete surfaces shall meet the requirements for the type specified.
 Section 4140. Emulsified Asphalt 4140.01 DESCRIPTION. Emulsified asphalt shall meet the requirements of AASHTO M 140, M 208, and M 316 for the grade required with the following modifications, unless otherwise specified:
Section 4141. Corrugated Steel Culvert Pipe 4141.01 DESCRIPTION. Corrugated steel culvert pipe of circular section, Type I, or pipe arch shapes, Type II, and the coupling bands, special fittings, and associated hardware shall meet requirements of AASHTO M 36/M 36M, unless otherwise specified. The minimum sheet thickness will be shown in the contract documents. When the diameter of round pipe is elongated, one diameter shall be increased by approximately 5%, and each piece shall be permanently marked, at least once inside and once outside to indicate the top.
Section 4143. Subdrain Pipe 4143.01 DESCRIPTION. Subdrain pipe shall be of the size and type shown in the contract documents. When not designated, subdrain pipe shall meet the following requirements:
Section 4144. Structural Plates for Pipe, Pipe Arches, and Arches 4144.01 DESCRIPTION. Structural plates for pipe, pipe arches, and arches shall meet the requirements of AASHTO M 167/M 167M for steel or AASHTO M 219/M 219M for aluminum, except as modified in this section.
Section 4145. Concrete Culvert Pipe 4145.01 GENERAL REQUIREMENTS. These specifications cover reinforced and nonreinforced concrete pipe intended for construction of culverts, sanitary sewers, and storm sewers. This pipe shall be manufactured in accordance with the contract documents. Pipe furnished shall be produced by a plant for which method of manufacture and quality of product have been approved by the Engineer.
Section 4146. Plastic Pipe 4146.01 DESCRIPTION. All plastic pipe shall be marked as required by the specification noted and be of the diameter specified. Plastic pipe shall be manufactured from polyethylene, polyvinyl chloride or Acrylonitrile-Butadiene-Styrene material. All pipe and fittings for an interconnected installation shall be of the same type of material except for connection to an existing pipe, be of the size specified and meet one of the specifications allowed by this section.
Section 4148. Drain Tiles 4148.01 DESCRIPTION. Drain tile shall meet requirements of AASHTO M 178/178 M, standard quality, extra quality, or special quality, as specified, or AASHTO M 179, standard, extra quality, or heavy duty, as specified. When the quality is not specified, extra quality tile shall be used in roadway embankments, and standard or standard quality tile shall be used in other locations.
Section 4149. Sewer Intake and Utility Access Materials 4149.01 DESCRIPTION. This section includes requirements for pipe to be used for sanitary sewers and storm sewers, and materials for construction of catch basins and utility access structures.
Section 4151. Steel Reinforcement 4151.01 DESCRIPTION. Steel for reinforcement of concrete shall be of the size and type specified in the contract documents and shall meet the requirements for the type and use specified. Chairs, bolsters, and other support devices, either plastic or steel, shall meet the requirements of Materials I.M. 451.01.
Section 4152. Structural Steel 4152.01 DESCRIPTION. Steel used in structural members shall meet the following requirements unless alloy steel is specified in the contract documents. Alloy steel shall meet requirements specified in the contract documents for each project on which such steel is specified.
Section 4153. Miscellaneous Iron and Steel 4153.01 STEEL FORGINGS. Forgings, from which pins, rollers, trunnions, or other forged parts 7 inches (175 mm) or more in diameter are made, shall meet requirements of ASTM A 688/A 688M, Class C. Forgings of this class may also be used for production of pins and rollers smaller than 7 inches (175 mm) in diameter. For forgings intended for welding, the carbon content (product analysis) shall be limited to 0.35% maximum.
Section 4154. Fence Materials 4154.01 DESCRIPTION. Materials covered by this section include woven wire farm field fabric, chain link fabric, barbed wire, steel fence posts, wood fence posts, tie and brace wire, gates, and special fittings.
Section 4155. Guardrail 4155.01 DESCRIPTION. Guardrail materials shall meet the requirements for the type of guardrail specified.
Section 4160. Wood Preservatives 4160.01 DESCRIPTION. Wood preservatives shall meet the requirements for the material specified. Use of this material shall meet the requirements of all Federal, State, and local regulations.
Section 4161. Preservative Treatment 4161.01 DESCRIPTION. Preservative treatment of timber, lumber, piling, and posts shall meet requirements of applicable sections, within these specifications, which cover the individual materials. Unless otherwise specified, the treatment process and results of treatment shall meet requirements of this section.
Section 4162. Untreated Timber and Lumber 4162.01 GENERAL REQUIREMENTS. All timber parts which in their position in the structure support definite traffic loads, namely posts of framed bents and stringers, shall be structural class timber. All other timber parts, including caps, backing plank, floor plank, wing plank, nailers, fillers, sway bracing, rail posts, post blocks, bridging curbs, scupper blocks, rails, and laminated floor, unless otherwise designated, shall be common class timber and lumber.
 Section 4163. Treated Timber and Lumber 4163.01 GENERAL REQUIREMENTS. All rough or surfaced, treated timber and lumber furnished shall be new, unused material and shall meet requirements of Section 4162 for the size and lengths specified in the contract documents. In timber structures, the class of timber or lumber shall meet requirements of Section 4162 for use according to position in the structure.
Section 4164. Treated Wood Posts 4164.01 GENERAL REQUIREMENTS. All posts furnished shall meet the requirements for one of the classes listed below, as specified in the contract documents:
Section 4165. Timber Piles 4165.01 DESCRIPTION. Timber piles shall be round sections of the trunks of trees trimmed, peeled, and with or without preservative treatment. They shall meet the requirements for the class of piles specified in the contract documents.
Section 4166. Concrete Piles 4166.01 DESCRIPTION. Concrete load bearing piles and concrete sheet piles shall have the form, dimensions, and reinforcement specified in the contract documents. Section 2407 shall apply.
SECTION 4167. STEEL PILES 4167.01 DESCRIPTION. Steel H-piles shall be rolled from steel meeting requirements of ASTM A 36/A 36M and shall have the approximate cross section dimensions required for the section number designated. Only field welding will be allowed, and welding shall be in accordance with Article 2408.13.
SECTION 4169. EROSION CONTROL MATERIALS 4169.01 DESCRIPTION. Erosion control materials shall include all materials required to be furnished and described in this section.
SECTION 4170. LANDSCAPE PLANT MATERIALS 4170.01 DESCRIPTION. Landscape plant materials shall include all trees, shrubs, and vines used in roadside development.
Section 4182. Paints for Steel Bridges and Structures 4182.01 DESCRIPTION. Paints for steel bridges and structures shall meet the requirements specified in the contract documents for the respective material.
Section 4183. Traffic Paints and Pavement Markings 4183.01 DESCRIPTION. These specifications cover pavement marking tape and two types of fast dry traffic paint: Volatile Organic Content (VOC) compliant solvent borne, and waterborne. Article 2527.02, B, lists the temperature and date restrictions for the use of these paints.
Section 4184. Reflectorizing Spheres for Traffic Paint 4184.01 DESCRIPTION. This specification covers two types of glass spheres, coated and uncoated, for the production of reflectorized pavement markings. Waterborne traffic paint shall use dual coated beads (silicone and silane). Epoxy pavement markings shall use silicone only coated beads (no silane). VOC compliant, solvent borne paint shall use uncoated beads.
Section 4185. Highway Lighting Materials 4185.01 DESCRIPTION. Materials for highway lighting shall be of the size and type specified.
Section 4186. Signing Materials 4186.01 DESCRIPTION. Except as modified by contract documents, signs shall be made according to the standards established in the 1979 Standard Highway Signs Manual as published by the United States Department of Transportation.
Section 4187. Materials for Support Structures 4187.01 DESCRIPTION. Materials for aluminum alloy or galvanized overhead sign support structures shall meet the following requirements:
Section 4188. Traffic Control Devices 4188.01 DESCRIPTION. Materials for the type of traffic control devices specified shall meet the following requirements.
Section 4190. Nonferrous Metals 4190.01 STRUCTURAL ALUMINUM. Structural aluminum shall meet requirements specified in the contract documents. All structural aluminum shall be welded using the metal inert gas (MIG) process, unless otherwise approved by the Engineer.
Section 4191. Keyway and Expansion Tubes 4191.01 DESCRIPTION. Metal keyway and expansion tubes shall meet the following requirements:
Section 4192. Caulking Compound 4192.01 DESCRIPTION. Caulking compound shall have a consistency known as knife grade, have aluminum paste incorporated into the mixture, be recommended by the manufacturer for the use intended, and be subject to approval by the Engineer.
Section 4193. Hydrated Lime for Soil Stabilization 4193.01 DESCRIPTION. Hydrated lime for soil stabilization shall meet requirements of AASHTO M 216.
Section 4194. Calcium Chloride and Sodium Choride 4194.01 CALCIUM CHLORIDE. Calcium chloride shall meet requirements of AASHTO M 144. Unless otherwise provided in the contract documents, at the Contractor's option, the calcium chloride may be furnished in either solid or liquid form.
Section 4195. Bearing Pads 4195.01 LEAD. Sheet lead for bearing areas shall meet requirements of ASTM B 29 for any type.
Section 4196. Engineering Fabrics 4196.01 DESCRIPTION. Engineering fabrics, known as geotextiles, shall be permeable, synthetic textile materials suitable for use with soil, rock, or other geotechnical engineering related materials as an integral part of a highway project, structure, or system. They shall be mildew, rot, insect, and rodent resistant and shall be inert to commonly encountered chemicals found in soil. During all periods of shipment and storage, the fabric shall be maintained, wrapped in a heavy duty protective covering to protect the fabric from direct sunlight, ultraviolet rays, mud, dirt, dust, and debris. The fabric shall be free of defects or flaws which significantly effect its physical properties.
SECTION 2001. GENERAL EQUIPMENT REQUIREMENTS
 Section 2601. EROSION CONTROL 2601.01 DESCRIPTION. Erosion control shall consist of seeding and fertilizing; overseeding and fertilizing; stabilizing crop seeding and fertilizing; sodding; special ditch control with wood excelsior mat, jute mesh, or other specified material; special ditch control over sod; slope protection with the specified material; fertilizing; fertilizing for stabilizing crop seeding; mulching for control of surface drainage; and removal of temporary water pollution control measures in accordance with Section 2525, on areas within and adjacent to the right-of-way in accordance with the contract documents and the following provisions.
Section 2602. WATER POLLUTION CONTROL (SOIL EROSION) 2602.01 DESCRIPTION. This work shall consist of temporary control measures for all projects, to control water pollution caused by soil erosion. Additional measures are described in Section 2601, Erosion Control.
Section 2610. FURNISH AND INSTALL SHRUBS, TREES, AND VINES 2610.01 DESCRIPTION. This work consists of furnishing and installing plants and planting material of the type, class, species, grade, and size specified in the contract documents.
Section 2611. FURNISH AND INSTALL SHRUBS, TREES WITH WARRANTY 2611.01 DESCRIPTION. This work consists of furnishing and installing tree and shrub materials of the type, class, species, grade, and size specified in the contract documents. The requirements in Section 2610 shall not apply to this work unless otherwise stated in this specification. The Contractor has the option to use the provisions of Articles 2610.03, A; 2610.03, D; 2610.03, E; or 2610.03, F as a guideline for planting techniques to enhance survivability of plant materials at the Contractor's expense.
Section 2612. MOWING 2612.01 DESCRIPTION. This work consists of mowing a strip of vegetation along the edges of shoulders, in the medians, and within designated interchange areas, and incidental hand mowing around obstacles.
 Commonwealth of Kentucky
SECTION 101 - DEFINITIONS AND TERMS
 SECTION 102 - BIDDING REQUIREMENTS AND CONDITIONS
 SECTION 103 - AWARD AND EXECUTION OF CONTRACT
 SECTION 104 - SCOPE OF WORK
 SECTION 105 - CONTROL OF WORK
 SECTION 106 - CONTROL OF MATERIALS
 SECTION 107 - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 Supplemental Specifications to The Standard Specifications for Road and Bridge Construction, 2000 Edition
 Supplemental Specifications to The Standard Specifications for Road and Bridge Construction, 2000 Edition (Effective with the June 29, 2001 Letting)
 SECTION 201 - STAKING
 SECTION 202 - CLEARING AND GRUBBING
 SECTION 203 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 SECTION 204 - ROADWAY AND DRAINAGE EXCAVATION
 SECTION 205 - BORROW EXCAVATION
 SECTION 206 - EMBANKMENT
 SECTION 207 - SUBGRADE
 SECTION 208 - CHEMICALLY STABILIZED ROADBED
 SECTION 209 - DITCHING AND SHOULDERING
 SECTION 210 - EMBANKMENT DRAINAGE BLANKETS
 SECTION 211 - FINAL DRESSING
 SECTION 212 - EROSION CONTROL
 SECTION 213 - WATER POLLUTION CONTROL
 SECTION 214 - GEOTEXTILE CONSTRUCTION
 SECTION 215 - TREATMENT OF OPEN SINKHOLES
 SECTION 301 - TRAFFIC-BOUND BASE
 SECTION 302 ? DENSE GRADED AGGREGATE BASE (DGA) AND CRUSHED STONE BASE (CSB)
 SECTION 303 - PAVEMENT DRAINAGE BLANKET
 SECTION 401 - ASPHALT PLANT REQUIREMENTS
 SECTION 402 - CONTROL AND ACCEPTANCE OF ASPHALT MIXTURES
 SECTION 403 - PRODUCTION AND PLACEMENT OF ASPHALT MIXTURES
 SECTION 404 - OPEN-GRADED FRICTION COURSE (OGFC)
 SECTION 405 - ASPHALT SEAL COAT
 SECTION 406 - ASPHALT CURING SEAL AND ASPHALT PRIME AND TACK COATS
 SECTION 407 - ASPHALT MIXTURE FOR PAVEMENT WEDGE
 SECTION 408 - ASPHALT PAVEMENT MILLING AND TEXTURING
 SECTION 409 - ASPHALT MIXTURES USING RECLAIMED MATERIALS
 SECTION 410 - ASPHALT PAVEMENT RIDE QUALITY
 SECTION 411 - ASPHALT WEDGE CURBS AND MOUNTABLE MEDIANS
 SECTION 501 - PCC PAVEMENT, BASE, AND SHOULDERS
 SECTION 502 - PCC PAVEMENT 24/48/72
 SECTION 503 - DIAMOND GRINDING PCC PAVEMENT
 SECTION 504 - BREAKING AND SEATING PCC PAVEMENT
 SECTION 505 - CONCRETE SIDEWALKS, STEPS, AND ENTRANCE PAVEMENTS
 SECTION 506 - CONCRETE CURBS AND GUTTERS
 SECTION 507 - CONCRETE MOUNTABLE MEDIAN AND STANDARD BARRIER MEDIAN
 SECTION 508 - PERMANENT CONCRETE MEDIAN BARRIERS
 SECTION 509 - TEMPORARY CONCRETE MEDIAN BARRIERS
 SECTION 510 - SEALING AND PATCHING CONCRETE WITH EPOXY RESIN
 SECTION 511 - GROUTING AND EPOXY BOND COAT
 SECTION 512 - HOOK BOLTS WITH EXPANSION ANCHORS
 SECTION 601 - CONCRETE
 SECTION 602 - STEEL REINFORCEMENT
 SECTION 603 - FOUNDATION PREPARATION AND BACKFILL
 SECTION 604 - BEARING PILES
 SECTION 605 - PRESTRESSED AND PRECAST CONCRETE PRODUCTS
 SECTION 606 - BRIDGE RESTORATION AND WATERPROOFING WITH CONCRETE OVERLAYS
 SECTION 607 - STRUCTURAL STEEL BRIDGES
 SECTION 608 - CONCRETE BRIDGES
 SECTION 609 - REINFORCED CONCRETE BRIDGE SLABS
 SECTION 611 - PRECAST REINFORCED CONCRETE BOX CULVERT SECTIONS
 SECTION 612 - STRUCTURAL PLATE SOIL INTERACTION STRUCTURES
 SECTION 613 - RETAINING WALLS
 SECTION 614 - MAINTENANCE CLEANING AND PAINTING STEEL BRIDGES
 SECTION 701 - CULVERT PIPE, ENTRANCE PIPE, STORM SEWER PIPE, AND EQUIVALENTS
 SECTION 702 - SLOTTED DRAIN PIPE
 SECTION 703 - SLOPE PROTECTION AND CHANNEL LINING
 SECTION 704 - UNDERDRAINS
 SECTION 705 - CORED HOLE DRAINAGE BOX CONNECTOR
 SECTION 706 - BORING AND JACKING OF ENCASEMENT PIPE
 SECTION 707 - TUNNELS BY USE OF STEEL LINER PLATES
 SECTION 708 - FILLING AND CAPPING, SAFELOADING, AND PLUGGING ABONDONED UNDERGROUND STRUCTURES
 SECTION 709 - FLUME INLETS AND PAVED DITCHES
 SECTION 710 - SMALL DRAINAGE STRUCTURES
 SECTION 711 - PREFABRICATED VERTICAL WICK DRAINS
 SECTION 712 - RAISED PAVEMENT MARKERS
 SECTION 713 - PERMANENT PAVEMENT STRIPING
 SECTION 714 - DURABLE PAVEMENT STRIPING
 SECTION 715 - PANEL TRAFFIC SIGNS
 SECTION 716 - ROADWAY LIGHTING SYSTEMS
 SECTION 717 - THERMOPLASTIC INTERSECTION MARKINGS
 SECTION 718 - BRIDGE END OBJECT MARKERS
 SECTION 719 - GUARDRAIL
 SECTION 720 - METAL HANDRAILS
 SECTION 721 - FENCE
 SECTION 722 - REMOVING, RESETTING, OR REPLACING FENCE
 SECTION 723 ? RIGHT-OF-WAY MARKERS
 SECTION 724 - PLANTING VINES, SHRUBS, AND TREES
 SECTION 801 - CEMENT
 SECTION 802 - ADMIXTURES FOR CONCRETE
 SECTION 803 - WATER
 SECTION 804 - FINE AGGREGATES
 SECTION 805 - COARSE AGGREGATES
 SECTION 806 - ASPHALT MATERIALS
 SECTION 807 - JOINT MATERIALS
 SECTION 808 - WATERPROOFING MATERIALS
 SECTION 809 - STRUCTURAL PLATES FOR PIPES, PIPE ARCHES, AND ARCHES
 SECTION 810 - PIPE AND PIPE ARCHES
 SECTION 811 - STEEL REINFORCEMENT
 SECTION 812 - STRUCTURAL STEELS
 SECTION 813 - MISCELLANEOUS METALS
 SECTION 814 - GUARDRAIL SYSTEMS
 SECTION 815 - CAST ALUMINUM BRIDGE RAILING POSTS
 SECTION 816 - WOVEN-WIRE FENCING MATERIALS
 SECTION 817 - CHAIN LINK FENCING MATERIALS
 SECTION 818 - WOOD PRODUCTS
 SECTION 819 ?TUNNEL LINING MATERIALS
 SECTION 820 - TIMBER POLES
 SECTION 821 ? BRIDGE COATINGS
 SECTION 822 - ELASTOMERIC BEARING PADS
 SECTION 823 - CONCRETE CURING MATERIALS
 SECTION 824 - MASONRY MATERIALS
 SECTION 825 - DE-ICERS
 SECTION 826 - EPOXY RESIN SYSTEMS
 SECTION 827 - EROSION CONTROL MATERIALS
 SECTION 828 - MASONRY COATING MATERIALS
 SECTION 829 ?HARDWARE FOR TIMBER STRUCTURES
 SECTION 830 - RETROREFLECTIVE MATERIALS
 SECTION 831 ? CONSTRUCTION ZONE TEMPORARY MARKING TAPES
 SECTION 832 - SIGN POSTS
 SECTION 833 - SIGN SUBSTRATES
 SECTION 834 - ROADWAY LIGHTING MATERIALS
 SECTION 835 - TRAFFIC CONTROL DEVICES
 SECTION 836 - DURABLE PREFORMED PAVEMENT MARKINGS TYPE I TAPE
 SECTION 837 - EXTRUDED THERMOPLASTIC PAVEMENT MARKING MATERIALS
 SECTION 838 - FLEXIBLE DELINEATOR POSTS
 SECTION 839 - KY TYPE I GLASS BEADS
 SECTION 840 - RAISED MARKERS
 SECTION 841 ?LATEX ADMIXTURE
 SECTION 842 - PAVEMENT STRIPING PAINT
 SECTION 843 - GEOTEXTILE FABRICS
 SECTION 844 - MINERAL ADMIXTURES FOR CONCRETE
 SECTION 845 - FABRIC WRAPPED BACKFILL DRAIN MATERIALS
 Section 203 Excavation and Embankment
 Section 301 Class I Base Course
 Section 501 Asphaltic Concrete Mixtures
 Section 805 Structural Concrete
 Section 901 Portland Cement Concrete
 Test doc
 SECTION 101 GENERAL INFORMATION, DEFINITIONS AND TERMS
 SECTION 102 BIDDING REQUIREMENTS
 SECTION 103 AWARD AND EXECUTION OF PROJECT
 SECTION 104 SCOPE OF WORK
 SECTION 105 CONTROL OF WORK
 SECTION 106 CONTROL OF MATERIALS
 SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 SECTION 108 PROSECUTION AND PROGRESS
 SECTION 109 MEASUREMENT AND PAYMENT
 test
 SECTION 201 CLEARING AND GRUBBING
 SECTION 202 REMOVING OR RELOCATING STRUCTURES AND OBSTRUCTIONS
 SECTION 203 EXCAVATION AND EMBANKMENT
 SECTION 204 TEMPORARY EROSION CONTROL
 SECTION 301 CLASS I BASE COURSE
 SECTION 302 CLASS II BASE COURSE
 SECTION 303 IN-PLACE CEMENT STABILIZED BASE COURSE
 SECTION 304 LIME TREATMENT
 SECTION 305 SUBGRADE LAYER
 SECTION 306 SCARIFYING AND COMPACTING ROADBED
 SECTION 307 PERMEABLE BASES
Section 401 Aggregate Surface Course
 Section 402 Traffic Maintenance Aggregate
 Section 403 Aggregate Roadway Surfacing
 SECTION 501 ASPHALTIC CONCRETE MIXTURES
 Section 502 - Superpave Asphaltic Concrete Mixtures
 SECTION 503 ASPHALTIC CONCRETE EQUIPMENT AND PROCESSES
SECTION 504 ASPHALT TACK COAT
 SECTION 505 ADPHALT PRIME COAT
 SECTION 506 ASPHALT CURING MEMBRANE
 SECTION 507 ASPHALTIC SURFACE TREATMENT
 SECTION 508 STONE MATRIX ASPHALT
 EM748 SUPPLEMENT TO SECTION 509 COLD PLANING ASPHALTIC PAVEMENT
 SECTION 509 COLD PLANING ASPHALTIC PAVEMENT
 SECTION 601 PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 602 PORTLAND CEMENT CONCRETE PAVEMENT REHABILITATION
 SECTION 701 CULVERTS AND STORM DRAINS
 SECTION 702 MANHOLES, JUNCTION BOXES, CATCH BASINS, AND END TREATMENTS
 SECTION 703 UNDERDRAIN SYSTEMS
 SECTION 704 GUARD RAIL
 SECTION 705 FENCES
 SECTION 706 CONCRETE WALKS, DRIVES AND INCIDENTAL PAVING
 SECTION 707 CURBS AND GUTTERS
 SECTION 708 RIGHT-OF-WAY MONUMENTS
 SECTION 709 STEEL CATTLE GUARDS
 SECTION 710 FLOWABLE FILL
 SECTION 711 RIPRAP
 SECTION 712 REVETMENTS
 SECTION 713 TEMPORARY SIGNS, BARRICADES, BARRIERS AND PAVEMENT MARKINGS
 SECTION 714 SLAB SODDING
 SECTION 715 TOPSOIL
 SECTION 716 VEGETATIVE AND FIBER MULCH
 SECTION 717 SEEDING
 SECTION 718 FERTILIZER AND AGRICULTURAL LIME
 SECTION 719 LANDSCAPING
 SECTION 720 EROSION CONTROL SYSTEMS
 SECTION 721 ASPHALT MULCH
 SECTION 722 FIELD LABORATORIES
 SECTION 723 GRANULAR MATERIAL
 SECTION 724 PAVEMENT PATCHING, WIDENING AND JOINT REPAIR
 SECTION 725 TEMPORARY DETOUR ROADS AND BRIDGES
 SECTION 726 BEDDING MATERIAL
 SECTION 727 MOBILIZATION
 SECTION 728 JACKED OR BORED PIPE
 SECTION 729 TRAFFIC SIGNS AND DEVICES
 SECTION 730 ELECTRICAL SYSTEMS
 SECTION 731 RAISED PAVEMENT MARKERS
 SECTION 732 PLASTIC PAVEMENT MARKINGS
 SECTION 733 CONCRETE ROADWAY BARRIERS
 SECTION 734 RUBBLIZING PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 735 MAILBOXES AND MAILBOX SUPPORTS
 SECTION 736 TRAFFIC SIGNALS
 SECTION 737 PAINTED TRAFFIC STRIPING
 SECTION 738 MULCH SODDING
 SECTION 739 HYDRO-SEEDING
 SECTION 740 CONSTRUCTION LAYOUT
 SECTION 801 GENERAL REQUIREMENTS FOR STRUCTURES
 SECTION 802 STRUCTURAL EXCAVATION AND BACKFILL
 SECTION 803 SHEET PILES
 SECTION 804 DRIVEN PILES
 SECTION 805 STRUCTURAL CONCRETE
 SECTION 806 REINFORCEMENT
 SECTION 807 STRUCTURAL METALS
 SECTION 808 STEEL GRID FLOORING
 SECTION 809 MOVABLE BRIDGES
 SECTION 810 BRIDGE RAILINGS AND BARRIERS
 SECTION 811 PAINTING AND PROTECTIVE COATINGS
 SECTION 812 TREATED TIMBER
 SECTION 813 CONCRETE APPROACH SLABS
 SECTION 814 DRILLED SHAFT FOUNDATIONS
 SECTION 815 WELDING
 901 Portland Cement Concrete
 SECTION 1001 HYDRAULIC CEMENT
 SECTION 1002 ASPHALT MATERIALS AND ADDITIVES
 SECTION 1003 AGGREGATES
 SECTION 1004 MASONRY UNITS
 SECTION 1005 JOINT MATERIALS FOR PAVEMENTS AND STRUCTURES
 SECTION 1006 CONCRETE AND PLASTIC PIPE
 SECTION 1007 METAL PIPE
 SECTION 1008 PAINTS
 SECTION 1009 REINFRCING STEEL AND WIRE ROPE
 SECTION 1010 FENCE AND GUARD RAIL
 SECTION 1011 CONCRETE CURING MATERIALS, ADMIXTURES AND SPECIAL FINISHES
 SECTION 1012 BRIDGE RAILINGS AND BARRIERS
 SECTION 1013 METALS
 SECTION 1014 TIMBER AND TIMBER PRESERVATIVES
 SECTION 1015 SIGNS AND PAVEMENT MARKINGS
 SECTION 1016 PRECAST REINFORCED CONCRETE DRAINAGE UNITS
 SECTION 1017 EPOXY SYSTEMS
 SECTION 1018 MISCELLANEOUS MATERIALS
 SECTION 1019 GEOTEXTILOE FABRIC AND GEOCOMPOSITE SYSTEMS
 SECTION 1020 TRAFFIC SIGNALS
 1.0 PAVEMENT AND BRIDGE WARRANTY
 test
 test
 1.0 PAVEMENT AND BRIDGE WARRANTY
DIVISION 100 - GENERAL CONDITIONS
 SECTION 101 - CONTRACT INTERPRETATION
 SECTION 102 - BIDDING
 SECTION 103 - AWARD AND CONTRACTING
 SECTION 104 - GENERAL RIGHTS AND RESPONSIBILITIES
 SECTION 105 - GENERAL SCOPE OF WORK
 SECTION 106 - QUALITY
 SECTION 107 - TIME
 SECTION 108 - PAYMENT
 SECTION 109 - CHANGES
 SECTION 110 - INDEMNIFICATION, BONDING AND INSURANCE
 SECTION 111 - RESOLUTION OF DISPUTES
 SECTION 112 - DEFAULT AND TERMINATION
 Corrections, Additions, and Revisions
 SECTION 201 - CLEARING RIGHT-OF-WAY
 SECTION 202 - REMOVING STRUCTURES AND OBSTRUCTIONS
 SECTION 203 - EXCAVATION AND EMBANKMENT
 SECTION 204 - SHOULDER REHABILITATION
 SECTION 205 - SHOULDER RECONSTRUCTION
 SECTION 206 - STRUCTURAL EXCAVATION
 SECTION 207 - BRUSH MATTING
 SECTION 208 - SAND DRAINS
 SECTION 209 - WICK DRAINS
 SECTION 210 - CRUSHED STONE WINDROWS
 SECTION 211 - DITCH AND INSLOPE EXCAVATION
 SECTION 304 - AGGREGATE BASE AND SUBBASE COURSE
 SECTION 305 - PREMIXED BITUMINOUS BASE
 SECTION 306 - RECLAIMED MATERIAL FOR STABILIZED BASE
 SECTION 307 - FULL DEPTH RECYCLED PAVEMENT
 SECTION 308 - FULL DEPTH RECLAMATION WITH STABILIZING ADDITIVES
 SECTION 309 - FOAMED ASPHALT
 SECTION 310 - BITUMINOUS STABILIZED BASE
 SECTION 401 - HOT MIX ASPHALT PAVEMENT
 SECTION 402 - PAVEMENT SMOOTHNESS
 SECTION 403 - HOT BITUMINOUS PAVEMENT
 SECTION 409 - BITUMINOUS TACK COAT
 SECTION 410 - BITUMINOUS SURFACE TREATMENT
 SECTION 411 - UNTREATED AGGREGATE SURFACE COURSE
 SECTION 419 - SAWING AND SEALING JOINTS IN BITUMINOUS PAVEMENT
 SECTION 420 - PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 424 - CRACK SEAL
 SECTION 425 - RECYCLED BITUMINOUS PAVEMENT
 SECTION 460 - HOT BITUMINOUS PAVEMENT FOR SPECIAL AREAS
 SECTION 462 - MICROSURFACING
 SECTION 501 - FOUNDATION PILES
 SECTION 502 - STRUCTURAL CONCRETE
 SECTION 503 - REINFORCING STEEL
 SECTION 504 - STRUCTURAL STEEL
 SECTION 505 - STUD WELDED SHEAR CONNECTORS, ANCHORS, & FASTENERS
 SECTION 507 - RAILINGS
 SECTION 508 - MEMBRANE WATERPROOFING
 SECTION 509 -STRUCTURAL PLATE PIPES, PIPE ARCHES, ARCHES, AND METAL BOX CULVERTS
 SECTION 510 - SPECIAL DETOURS
 SECTION 511 - COFFERDAMS
 SECTION 512 - FRENCH DRAINS
 SECTION 513 - SLOPE PROTECTION
 SECTION 514 - CURING BOX FOR CONCRETE CYLINDERS
 SECTION 515 - PROTECTIVE COATING FOR CONCRETE SURFACES
 SECTION 516 - STYRENE-BUTADIENNE LATEX MODIFIED PORTLAND CEMENT MORTAR AND CONCRETE
 SECTION 517 - SHOTCRETE
 SECTION 518 - STRUCTURAL CONCRETE REPAIR
 SECTION 520 - EXPANSION DEVICES - NON-MODULAR
 SECTION 521 - FINGER JOINT AND FABRIC TROUGH/FABRIC CURTAIN
 SECTION 522 - EXPANSION DEVICES - MODULAR
 SECTION 523 - BEARINGS
 SECTION 524 - TEMPORARY STRUCTURAL SUPPORTS
 SECTION 525 - GRANITE MASONRY
 SECTION 526 - CONCRETE BARRIER
 SECTION 527 - ENERGY ABSORBING UNIT
 SECTION 528 - STRUCTURAL TIMBER
 SECTION 529 - NAVIGATIONAL AIDS
 SECTION 534 - PRECAST STRUCTURAL CONCRETE
 SECTION 535 - PRECAST, PRESTRESSED CONCRETE SUPERSTRUCTURE
 SECTION 601 - GABIONS AND MATTRESSES
 SECTION 602 - PIPE LINING
 SECTION 603 - PIPE CULVERTS AND STORM DRAINS
 SECTION 604 - MANHOLES, INLETS, AND CATCH BASINS
 SECTION 605 - UNDERDRAINS
 SECTION 606 - GUARDRAIL
 SECTION 607 - FENCES
 SECTION 608 - SIDEWALKS
 SECTION 609 - CURB
 SECTION 610 - STONE FILL, RIPRAP, STONE BLANKET, AND STONE DITCH PROTECTION
 SECTION 611 - SLAB FOR BACKSLOPE PROTECTION
 SECTION 612 - BITUMINOUS SEALING
 SECTION 613 - EROSION CONTROL BLANKETS
 SECTION 615 - LOAM
 SECTION 616 - SODDING
 SECTION 617 - SOIL CONDITIONERS
 SECTION 618 - SEEDING
 SECTION 619 - MULCH
 SECTION 620 - GEOTEXTILES
 SECTION 621 - LANDSCAPING
 SECTION 622 - TRANSPLANTING SHRUBS, HEDGES, AND TREES
 SECTION 623 - MONUMENTS
 SECTION 625 - WATER SERVICE SUPPLY LINES
 SECTION 626 - FOUNDATIONS, CONDUIT, AND JUNCTION BOXES FOR HIGHWAY SIGNING, LIGHTING, AND SIGNALS
 SECTION 627 - PAVEMENT MARKINGS
 SECTION 629 - HAND LABOR
 SECTION 631 - EQUIPMENT RENTAL
 SECTION 634 - HIGHWAY LIGHTING
 SECTION 635 - PREFABRICATED BIN TYPE RETAINING WALL
 SECTION 636 - MECHANICALLY STABILIZED EARTH RETAINING WALL
 SECTION 637 - DUST CONTROL
 SECTION 638 - BRIDGE LIGHTING
 SECTION 639 - ENGINEERING FACILITIES
 SECTION 641 - REST AREA FACILITIES
 SECTION 642 - STEPS
 SECTION 643 - TRAFFIC SIGNALS
 SECTION 644 - GLARE BARRIER
 SECTION 645 - HIGHWAY SIGNING
 SECTION 652 - MAINTENANCE OF TRAFFIC
 SECTION 653 - POLYSTYRENE PLASTIC INSULATION
 SECTION 655 - ELECTRICAL WORK
 SECTION 656 - TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL
 SECTION 657 - REHABILITATION OF PITS
 SECTION 658 - ACRYLIC LATEX COLOR FINISH
 SECTION 659 - MOBILIZATION
 SECTION 660 - ON-THE-JOB TRAINING
 SECTION 700 - MATERIALS
 SECTION 701 - STRUCTURAL CONCRETE RELATED MATERIAL
 SECTION 702 - BITUMINOUS MATERIAL
 SECTION 703 - AGGREGATES
 SECTION 704 - MASONRY UNITS
 SECTION 705 - JOINT MATERIAL
 SECTION 706 - NON-METALLIC PIPE
 SECTION 707 - METALLIC PIPE
 SECTION 708 - PAINTS AND PRESERVATIVES
 SECTION 709 - REINFORCING STEEL AND WELDED STEEL WIRE FABRIC
 SECTION 710 - FENCE AND GUARDRAIL
 SECTION 711 - MISCELLANEOUS BRIDGE MATERIAL
 SECTION 712 - MISCELLANEOUS HIGHWAY MATERIAL
 SECTION 713 - STRUCTURAL STEEL AND RELATED MATERIAL
 SECTION 714 - JOINT SEALS
 SECTION 715 - LIGHTING MATERIAL
 SECTION 716 - STRUCTURAL ALUMINUM AND RELATED MATERIAL
 SECTION 717 - ROADSIDE IMPROVEMENT MATERIAL
 SECTION 718 - TRAFFIC SIGNALS MATERIAL
 SECTION 719 - SIGNING MATERIAL
 SECTION 720 - STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS
 SECTION 721 - BREAKAWAY DEVICES
 SECTION 722 - GEOTEXTILES
 SECTION 101 — CLEARING AND GRUBBING
 SECTION 102 - REMOVAL AND DISPOSAL OF EXISTING BUILDINGS
 SECTION 103  ENGINEERS OFFICE
 SECTION 104 — MAINTENANCE OF TRAFFIC
 SECTION 105 — AGGREGATE FOR MAINTENANCE OF TRAFFIC
 SECTION 106 — HOT MIX ASPHALT (HMA) FOR MAINTENANCE OF TRAFFIC
 SECTION 107 — CONSTRUCTION STAKEOUT
 SECTION 108 — MOBILIZATION
 SECTION 109 — CRITICAL PATH METHOD PROJECT SCHEDULE
 SECTION 110 — ACTIVITIES CHART PROJECT SCHEDULE
 SECTION 120 — TREE PRESERVATION
 SECTION 201?ROADWAY EXCAVATION (CLASS 1, CLASS 1-A, CLASS 2)
SECTION 202 ? CHANNEL OR STREAM CHANGE EXCAVATION (CLASS 5)
SECTION 203 ? BORROW EXCAVATION
SECTION 204 ? EMBANKMENT AND SUBGRADE
SECTION 205 ? TEST PIT EXCAVATION
SECTION 206 ? REMOVAL OF EXISTING PAVEMENT, SIDEWALK, PAVED DITCHES, CURB, OR COMBINATION CURB AND GUTTER
 SECTION 207 ? REMOVAL OF EXISTING MASONRY
SECTION 208 ? SUBGRADE PREPARATION
SECTION 209 ? TRIMMING EXISTING DITCHES
SECTION 210 ? TAMPED FILL
SECTION 211 ? GEOSYNTHETIC STABILIZED SUBGRADE USING GRADED AGGREGATE BASE
 SECTION 301 — CLASS 3 EXCAVATION FOR INCIDENTAL CONSTRUCTION
 SECTION 302 — SELECTED BACKFILL
 SECTION 303 — PIPE CULVERTS
 SECTION 304 — STRUCTURAL PLATE PIPE AND STRUCTURAL PLATE PIPE ARCH CULVERTS
 SECTION 305 — MISCELLANEOUS STRUCTURES
 SECTION 306 — UNDERDRAINS, SUBGRADE DRAINS, AND SPRING CONTROL
 SECTION 307 — PREFABRICATED EDGE DRAINS
 SECTION 308 — EROSION AND SEDIMENT CONTROL
 SECTION 309 — CONCRETE DITCHES
 SECTION 310 — CONCRETE SLOPE AND CHANNEL PROTECTION
 SECTION 311 — RIPRAP DITCHES
 SECTION 312 — RIPRAP SLOPE AND CHANNEL PROTECTION
 SECTION 313 — GABIONS
 SECTION 314 — FLOWABLE BACKFILL FOR UTILITY CUTS
 SECTION 315 — INFILTRATION TRENCHES
 SECTION 401 — MAINTAINING EXISTING BRIDGE DECK DURING LIFE OF CONTRACT
 SECTION 402 — STRUCTURE EXCAVATION (Class 3 and Class 4)
 SECTION 405 — REMOVAL OF EXISTING STRUCTURES
 SECTION 406 — DRILLED HOLES IN EXISTING MASONRY
 SECTION 410 — PILING
 SECTION 411 — PILE LOAD TEST
 SECTION 412 — DRILLED SHAFTS (CAISSONS)
 SECTION 418 — PROTECTIVE JACKETS FOR PILES
 SECTION 420 — PORTLAND CEMENT CONCRETE STRUCTURES
 SECTION 421 — REINFORCEMENT FOR CONCRETE STRUCTURES
 SECTION 422 — DAMPPROOFING AND MEMBRANE WATERPROOFING
 SECTION 423 — PNEUMATICALLY APPLIED MORTAR
 SECTION 425 — LIGHTWEIGHT SUPERSTRUCTURE CONCRETE
 SECTION 426 - LATEX MODIFIED CONCRETE OVERLAY FOR BRIDGE DECKS
 SECTION 430 — METAL STRUCTURES
 SECTION 431 — STEEL STUD SHEAR DEVELOPERS
 SECTION 433 — BRIDGE MOUNTED SIGN SUPPORTS
 SECTION 435 — CLEANING AND PAINTING STRUCTURAL STEEL
 SECTION 440 — PRESTRESSED CONCRETE BEAMS AND SLAB PANELS
 SECTION 450 — RETAINING WALLS
 SECTION 455 — NOISE BARRIERS
 SECTION 460 — EXPANSION JOINTS IN STRUCTURES
 SECTION 461 — METAL RAILING
 SECTION 462 — TIMBER STRUCTURES
 SECTION 463 — BRICK MASONRY
 SECTION 464 — EPOXY PROTECTIVE COATINGS FOR CONCRETE
 SECTION 465 — FUSION BONDED POWDER COATINGS FOR METAL
 SECTION 469 — POROUS BACKFILL
 SECTION 495 — APPLICATION OF BRIDGE/STRUCTURE NUMBERS
 SECTION 499 — WORKING DRAWINGS
 SECTION 501 — AGGREGATE BASE COURSES
 SECTION 502 — SOIL-CEMENT BASE COURSE
 SECTION 503 — CHIP SEAL SURFACE TREATMENT
 SECTION 504 — HOT MIX ASPHALT PAVEMENT
 SECTION 505 — HOT MIX ASPHALT PATCHES
 SECTION 506 — GAP-GRADED HOT MIX ASPHALT
 SECTION 507 — SLURRY SEAL
 SECTION 508 — MILLING HOT MIX ASPHALT PAVEMENT
 SECTION 509 — GRINDING HOT MIX ASPHALT PAVEMENT
 SECTION 510 — FILLING CRACKS IN HOT MIX ASPHALT PAVEMENTS
 SECTION 520 — PLAIN AND REINFORCED PORTLAND CEMENT CONCRETE PAVEMENTS
 SECTION 521 — CONTINUOUSLY REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 523 — JOINT SEALING OF PORTLAND CEMENT CONCRETE PAVEMENTS
 SECTION 549 — PERMANENT PAVEMENT MARKINGS
 SECTION 601 — EARTH SHOULDERS
 SECTION 602 — CURB, COMBINATION CURB AND GUTTER, AND MONOLITHIC MEDIAN
 SECTION 603 — SIDEWALKS
 SECTION 604 — CONCRETE TRAFFIC BARRIERS
 SECTION 605 — METAL TRAFFIC BARRIERS
 SECTION 606 — PERMANENT TRAFFIC BARRIER END TREATMENTS
 SECTION 607 — CHAIN LINK FENCE
 SECTION 608 — WHEEL STOPS
 SECTION 609 — SHOULDER EDGE DROP OFF GRADING ADJUSTMENT
 SECTION 701 ? TOPSOIL AND SUBSOIL
SECTION 704 ? TEMPORARY SEEDING AND TEMPORARY WOOD CELLULOSE MULCHING
SECTION 705 ? TURF ESTABLISHMENT
SECTION 706 ? WOODY SHRUB SEEDING
SECTION 707 ? WILDFLOWER SEEDING
SECTION 708 ? SODDING
SECTION 709 ? SOIL STABILIZATION MATTING
SECTION 710 ? PLANTING TREES, SHRUBS, VINES, AND SEEDLING STOCK
SECTION 711 ? PLANTING ANNUALS, PERENNIALS, FALL PLANTED BULBS, AND ORNAMENTAL GRASSES
SECTION 712 ? SELECTIVE TREE TRIMMING
SECTION 713 ? SELECTIVE THINNING
SECTION 714 ? SELECTIVE TREE FELLING
SECTION 801 — CONCRETE FOUNDATIONS
 SECTION 802 — GALVANIZED STEEL BEAM SIGN POSTS
 SECTION 803 — OVERHEAD SIGN STRUCTURES
 SECTION 804 — GROUNDING
 SECTION 805 — ELECTRICAL CONDUIT AND FITTINGS
 SECTION 806 — LUMINAIRES AND LAMPS
 SECTION 807 — ELECTRICAL SERVICE EQUIPMENT
 SECTION 808 — LIGHTING STRUCTURES
 SECTION 809 — TRENCHING AND BACKFILLING
 SECTION 811 — ELECTRICAL HAND HOLES, MANHOLES, PULL AND JUNCTION BOXES
 SECTION 812 — WOOD SIGN SUPPORTS
 SECTION 813 — SIGNS
 SECTION 814 — SIGNAL HEADS
 SECTION 815 — SAW CUTS FOR TRAFFIC CONTROL DEVICES
 SECTION 816 — TRAFFIC CONTROL DEVICE CABINETS AND EQUIPMENT
 SECTION 817 — PUSH BUTTONS AND PUSH BUTTON SIGNS
 SECTION 818 — SIGNAL STRUCTURES
 SECTION 819 — STEEL SPAN WIRE
 SECTION 820 — GENERAL ELECTRICAL WORK AND TESTING
 SECTION 821 — BREAKAWAY BASE SUPPORT SYSTEMS
 SECTION 822 — REMOVE AND RELOCATE EXISTING SIGNS AND SIGN STRUCTURES
 SECTION 823 — REMOVE AND RELOCATE OR REMOVE AND DISPOSE OF ROADWAY LIGHTING STRUCTURES
 SECTION 824 — MODIFY EXISTING SIGN MESSAGES
 SECTION 825 — CUTTING AND CAPPING MAST ARMS AND POLES
 CATEGORY 900 - MATERIALS
 SECTION 901 — AGGREGATES
 SECTION 902 — PORTLAND CEMENT CONCRETE AND RELATED PRODUCTS
 SECTION 903 — MASONRY PRODUCTS
 SECTION 904 - PERFORMANCE GRADED ASPHALT BINDERS AND HOT MIX ASPHALT
 SECTION 905 — PIPE
 SECTION 906 — GABIONS
 SECTION 907 — PILES AND PILING
 SECTION 908 — REINFORCEMENT STEEL
 SECTION 909 — METALS
 SECTION 910 — BEARINGS
 SECTION 911 — JOINTS
 SECTION 912 — COATING SYSTEMS FOR STRUCTURAL STEEL
 SECTION 913 — WATERPROOFING
 SECTION 914 — CHAIN LINK FENCE
 SECTION 915 — PRODUCTION PLANTS
 SECTION 916 — SOIL AND SOIL-AGGREGATE BORROW
 SECTION 917 — EPOXY PROTECTIVE COATINGS
 SECTION 918 — TRAFFIC BARRIERS
 SECTION 920 — LANDSCAPING
 SECTION 921 — MISCELLANEOUS
 SECTION 922 — PREFABRICATED EDGE DRAINS
 SECTION 923 — SLURRY SEAL
 SECTION 950 — TRAFFIC MATERIALS
 Developement Agreement for the Rt 3 North Transportation Improvements Project
 SECTION 1.00 Definition of Terms
 SECTION 2.00 Proposal Requirements and Conditions
 SECTION 3.00 Award and Execution of Contract
 SECTION 4.00 Scope of Work
 SECTION 5.00 Control of Work
 SECTION 6.00 Control of Materials
 SECTION 7.00 Legal Relations and Responsibility to Public
 SECTION 8.00 Prosecution and Progress
 SECTION 9.00 Measurement and Payment
 SUPPLEMENTAL SPECIFICATIONS to the 1995 Standard Specifications for Highways and Bridges
 101 Clearing and Grubbing
 112 Demolition of Buildings, Structures and Bridges
 119 Control of Rodents
 120 Excavation
 140 Excavation for Structures
 148 Dredging
 150 Embankment
 170 Grading
 190 Borings
 201 Basins, Manholes and Inlets
 220 Adjustment, Rebuilding and Remodeling of Drainage Structures
 230 Culverts, Storm Drains and Sewer Pipes
 258 Stone for Pipe Ends
 259 Crushed Stone for Bleeders
 260 Subdrains
 270 Pipes Removed and Relaid or Stacked
 280 Waterways
 301 Water Systems
 401 Gravel Subbase
 402 Dense Graded Crushed Stone for Subbase
 403 Reclaimed Base Course
 404 Reclaimed Pavement Borrow Material for Base Course
 405 Gravel Base Course
 420 Class I Bituminous Concrete Base Course, Type I-1
 430 Cement Concrete Base Course
 440 Roadway Dust Control
 445 Shoulders
 460 Class I Bituminous Concrete Pavement, Type I-1
 466 Stress Absorbing Membrane Interlayer
 468 Peastone Cover for Bituminous Concrete Paved Shoulders
 470 Class I Bituminous Concrete Berms
 472 Bituminous Concrete for Patching
 476 Cement Concrete Pavement
 485 Granite Rubble Block Pavement
 501 Curb, Curb Inlets, Curb Corners and Edging
 580 Curb or Edging Removed and Reset; Removed and Stacked or Removed and Discarded
 601 Highway Guard
 628 Permanent Impact Attenuators
 629 Concrete Barrier
 630 Highway Guard Removed and Reset; Removed and Stacked
 644 Chain Link Fence and Gates
 660 Metal Pipe Rail
 665 Fences and Gates Removed and Reset; Removed and Stacked
 685 Field Stone Masonry
 690 Walls Removed and Rebuilt
 701 Sidewalks, Wheelchair Ramps and Driveways
 710 Bounds
 715 Rural Mail Boxes Removed and Reset
 717 Metal Bin-Type Retaining Wall
 740 Engineer’s Field Office and Materials Laboratory (Each with Pertinent Equipment)
 746 Transportation Vehicle
 748 Mobilization
 751 Loam Borrow, Plantable Soil Borrow, Processing Planting Material or Top-Soil Rehandled and Spread
 760 Impervious Soil Borrow
 765 Seeding
 766 Refertilization
 767 Mulching; Seed for Erosion Control
 769 Pavement Milling Under Gaurd Rail
 770 Sodding
 771 Planting Trees, Shrubs and Groundcover
 801 Conduit, Manholes, Handholes, Pull Boxes and Foundations
 813 Wiring, Grounding and Service Connections
 815 Traffic Control Signals
 820 Highway Lighting
824 Flashing Beacons, Illuminated Warning Signs and Lighted Barrier Arrows
 828 Traffic Signs
 840 Sign Supports
850 Traffic Controls for Construction and Maintenance Operations
 860 Reflectorized Pavement Markings
 901 Cement Concrete Masonry
 930 Prestressed Concrete Beams
 940 Driven Piles
 950 Sheeting
 955 Treated Timber
 960 Structural Steel
 965 Membrane Waterproofing and Protective Course for Bridge Decks
 967 Membrane Waterproofing and Protective Course for Abutements and Wingwalls
 970 Bituminous Damp-proofing
 975 Metal Bridge Railings
 983 Revetment
 995 Bridge Structure
 M1 Soils and Borrow Materials
 M2 Aggregates and Related Materials
 M3 Bituminous Materials
 M4 Cement and Cement Concrete Materials
 M5 Pipe, Culvert Sections and Conduit
 M6 Roadside Development Materials
 M7 Paints and Protective Coatings
 M8 Metals and Related Materials
 M9 Miscellaneous Materials
 Section 106 QUALITY ASSURANCE ACCEPTANCE PROGRAM
 Section 504. FURNISHING AND PLACING HOT MIX ASPHALT MIXTURES (QUALITY ASSURANCE AND ACCEPTANCE)
 Section 602. CONCRETE PAVEMENT CONSTRUCTION
 Section 605. FURNISHING PORTLAND CEMENT CONCRETE (QUALITY ASSURANCE)
 Section 701. PORTLAND CEMENT CONCRETE FOR STRUCTURES
 Michigan DOTBureau of Highways Special Provision for Pavement Performance Warranty
SPECIAL PROVISION FOR MATERIALS & WORKMANSHIP PAVEMENT WARRANTY NEW/RECONSTRUCTED BITUMINOUS PAVEMENT
 SPECIAL PROVISION FOR MATERIALS & WORKMANSHIP PAVEMENT WARRANTY NEW/RECONSTRUCTED JOINTED PLAIN CONCRETE PAVEMENT
 SPECIAL PROVISION FOR PAVEMENT PERFORMANCE WARRANTY ON M-6
 TERMS, FORMAT AND DEFINITIONS
 PROPOSAL SUBMISSION, AWARD AND EXECUTION OF CONTRACT
 SCOPE OF THE WORK
 CONTROL OF THE WORK
 CONTROL OF MATERIALS
 QUALITY ASSURANCE ACCEPTANCE PROGRAM
 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
 PROSECUTION AND PROGRESS
 MEASUREMENT AND PAYMENT
 MOBILIZATION
 CLEARING
 REMOVING TREES, STUMPS, AND CORDUROY
 REMOVING DRAINAGE STRUCTURES, CULVERTS AND SEWERS
 REMOVING MISCELLANEOUS STRUCTURES AND MATERIALS
 ROADWAY EARTHWORK
 EXCAVATION AND BACKFILL FOR STRUCTURES
 OBLITERATING ROADWAY
 SOIL EROSION AND SEDIMENTATION CONTROL
 PROJECT CLEANUP
 SUBBASE
 AGGREGATE BASE COURSES
 OPEN-GRADED DRAINAGE COURSES
 RUBBLIZING PORTLAND CEMENT CONCRETE PAVEMENT
 HMA BASE CRUSHING AND SHAPING
 AGGREGATE SURFACE COURSE
 AGGREGATE SHOULDERS AND APPROACHES
 CULVERTS
 STORM SEWERS
 DRAINAGE STRUCTURES
 UNDERDRAINS
 PUMP STATION CONSTRUCTION
 PLANT MIXED HOT MIX ASPHALT
 HOT MIX ASPHALT CONSTRUCTION PRACTICES
 CONTRACTOR QUALITY CONTROL FOR HOT MIX ASPHALT
 FURNISHING AND PLACING HOT MIX ASPHALT MIXTURES (QUALITY ASSURANCE AND ACCEPTANCE)
 OVERBAND CRACK FILL
 SLURRY SEAL
 MICRO-SURFACING
 CHIP SEALS
 PCC PAVEMENT MIXTURES
 CONCRETE PAVEMENT CONSTRUCTION
 CONCRETE PAVEMENT RESTORATION
 CONTRACTOR QUALITY CONTROL FOR CONCRETE
 FURNISHING PORTLAND CEMENT CONCRETE (QUALITY ASSURANCE)
 PORTLAND CEMENT CONCRETE FOR STRUCTURES
 MORTAR AND GROUT
 MORTAR AND CONCRETE PATCHING, REPAIR, AND RESURFACING MIXTURES
 STEEL SHEET PILING AND COFFERDAMS
 FOUNDATION PILING
 STRUCTURAL CONCRETE CONSTRUCTION
 STRUCTURAL STEEL CONSTRUCTION
 PRESTRESSED CONCRETE BEAMS
 TIMBER STRUCTURES
 WATERPROOFING AND PROTECTIVE COVERS
 BRIDGE RAILINGS
 BRIDGE REHABILITATION-CONCRETE
 BRIDGE REHABILITATION - STEEL
 TEMPORARY STRUCTURES AND APPROACHES
 CLEANING AND COATING EXISTING STRUCTURAL STEEL
 SHOP CLEANING AND COATING STRUCTURAL STEEL
 DOWNSPOUTS AND DRAINS
 CONCRETE DRIVEWAYS
 CONCRETE CURB, GUTTER AND DIVIDERS
 CONCRETE SIDEWALK, SIDEWALK RAMPS, AND STEPS
 CONCRETE BARRIERS AND GLARE SCREENS
 HOT MIX ASPHALT CURB
 BICYCLE PATHS
 GUARDRAIL, GUARDRAIL TERMINALS AND MISCELLANEOUS POSTS
 FENCING
 FIELD OFFICE
 PERMANENT TRAFFIC SIGNS AND SUPPORTS
 PERMANENT PAVEMENT MARKINGS
 TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION ZONE OPERATIONS
 SLOPE PROTECTION
 PAVED DITCHES
 LANDSCAPING
 TURF ESTABLISHMENT
 LANDSCAPE MOWING
 DUNE GRASS PLANTING
 ELECTRICAL AND LIGHTING
 TRAFFIC SIGNALS
 PRESERVATION OF LAND MONUMENTS AND PROPERTY CORNERS
 GROUND OR CUT SHOULDER CORRUGATIONS
 CEMENT AND LIME
 AGGREGATES
 ADMIXTURES AND CURING MATERIALS FOR CONCRETE
 ASPHALTIC MATERIALS
 STEEL REINFORCEMENT
 STRUCTURAL STEEL
 FENCING MATERIALS
 MISCELLANEOUS METAL PRODUCTS
 DRAINAGE PRODUCTS
 GEOSYNTHETICS
 WATER
 TIMBER AND LUMBER
 MASONRY UNITS
 JOINT AND WATERPROOFING MATERIALS
 BRIDGE COATING SYSTEMS
 EROSION CONTROL MATERIALS
 TURF AND LANDSCAPING MATERIALS
 ELECTRICAL AND LIGHTING MATERIALS
 PERMANENT TRAFFIC SIGN AND SUPPORT MATERIALS
 PERMANENT PAVEMENT MARKING MATERIALS
 PERMANENT TRAFFIC SIGNAL MATERIALS
 TEMPORARY TRAFFIC CONTROL MATERIALS
 Minnesota DOT Design-Build
2105 - Excavation and Embankment
 2211 - Aggregate Base
 2301 - Concrete Pavement
 2340 - Plant Mixed Bituminous Pavement Quality Control/Quality Assurance (Type 31, 41, 47, 61)
 2350 - Plant Mixed Asphalt Pavement Quality Control/Quality Assurance (Type LV, MV, HV)
 2360 - PLANT MIXED BITUMINOUS PAVEMENT (SUPERPAVE)
 BITUMINOUS OVERLAY 2 YEAR WARRANTY (For Calendar Year 2003)
 BITUMINOUS PAVEMENT 5 YEAR WARRANTY (For Calendar Year 2003)
 Minnesota Department of Transportation Warranties
1101 Abbreviations
 1103 Definitions
 1201 Prequalification of Bidders
 1202 Contents of Proposal Form
 1203 Issuance of Proposal Forms
 1204 Interpretation of Quantities in Bid Schedule
 1205 Examination of Plans, Specifications, Special Provisions, and Site of Work
 1206 Preparation of Proposal
 1207 Irregular Proposals
 1208 Proposal Guaranty
 1209 Delivery of Proposals
 1210 Withdrawal or Revision of Proposals
 1211 Combination or Conditional Proposals
 1212 Public Opening of Proposals
 1213 Disqualification of Bidders
 1301 Consideration of Proposals
 1302 Award of Contract
 1303 Cancellation of Award
 1304 Return of Proposal Guaranty
 1305 Requirement of Contract Bond
 1306 Execution and Approval of Contract
 1307 Failure to Execute Contract
 1401 Intent of Contract
 1402 Alteration of the Work and Changed Condition
 1403 Extra Work
 1404 Maintenance of Traffic
 1405 Use of Materials Found on the Project
 1406 Preservation of Historical Objects
 1407 Final Cleanup
 1408 Value Engineering Incentive
 1501 Authority of the Engineer
 1502 Plans and Working Drawings
 1503 Conformity with Plans and Specifications
 1504 Coordination of Plans and Specifications
 1505 Cooperation by Contractors
 1506 Supervision by Contractor
 1507 Utility Property and Service
 1508 Construction Stakes, Lines, and Grades
 1509 Authority and Duties of the Project Engineer
 1510 Authority and Duties of the Inspector
 1511 Inspection of Work
 1512 Unacceptable and Unauthorized Work
 1513 Restrictions on Movement of Heavy Loads and Equipment
 1514 Maintenance During Construction
 1515 Control of Haul Roads
 1516 Acceptance of Work
 1517 Claims for Compensation Adjustment
 1601 Source of Supply and Quality
 1602 Natural Material Sources
 1603 Materials: Specifications, Samples, Tests, and Acceptance
 1604 Plant Inspection -- Commercial Facility
 1605 Substitute Materials
 1606 Storage of Materials
 1607 Handling Materials
 1608 Unacceptable Materials
 1609 Department-Furnished Material
 1701 Laws to be Observed
 1702 Permits, Licenses, and Taxes
 1703 Patented Devices, Materials, and Processes
 1704 Restoration of Surface Opened by Permit
 1705 Federal-Aid Provisions
 1706 Employee Health and Welfare
 1707 Public Convenience and Safety
 1708 Railroad-Highway Provisions
 1709 Navigable Waterways
 1710 Traffic Control Devices
 1711 Use of Explosives
 1712 Protection and Restoration of Property
 1713 Forest Protection
 1714 Responsibility for Damage Claims
 1715 Opening Sections of the Project to Traffic
 1716 Contractor's Responsibility for Work
 1717 Air, Land, and Water Pollution
 1718 Furnishing Right of Way
 1719 Personal Liability of Public Officials
 1720 No Waiver of Legal Rights
 1721 Audits
 1801 Subletting of Contract
 1802 Qualifications of Workers
 1803 Prosecution of Work
 1804 Failure to Maintain Satisfactory Progress
 1805 Methods and Equipment
 1806 Determination and Extension of Contract Time
 1807 Failure to Complete the Work on Time
 1808 Default and Termination of Contract
 1809 Emergency Cancellation of Contract
 1901 Measurement of Quantities
 1902 Scope of Payment
 1903 Compensation for Increased or Decreased Quantities
 1904 Extra and Force Account Work
 1905 Elimination of Work
 1906 Partial Payments
 1907 Payment for Surplus Material
 1908 Final Payment
 1909 Assignment of Payments
 1910 Fuel Cost Escalation Clause
 1911 Excess or Insufficient Aggregate Production
 2021 Mobilization
 2031 Field Office and Laboratory
 2051 Maintenance and Restoration of Haul Roads
 2101 Clearing and Grubbing
 2102 Pavement Marking Removal
 2103 Building Removal
 2104 Removing Pavement and Miscellaneous Structures
 2105 Excavation and Embankment
 2111 Test Rolling
 2112 Subgrade Preparation
 2118 Aggregate Surfacing
 2120 Earth Shouldering
 2123 Equipment Rental
 2130 Application of Water
 2131 Application of Calcium Chloride
 2201 Concrete Base
 2204 Bituminous Treated Base
 2206 Soil-Cement Base
 2207 Bituminous Stabilized Subgrade
 2211 Aggregate Base
 2221 Aggregate Shouldering
 2231 Base Reconditioning
 2232 Mill Pavement Surface
 2301 Concrete Pavement
 2321 Road-Mixed Bituminous Surface
 2331 Plant Mixed Bituminous Pavement
 2340 Plant Mixed Bituminous Pavement Quality Control/Quality Assurance
 2350 Plant Mixed Asphalt Pavement
 2355 Bituminous Fog Seal
 2356 Bituminous Seal Coat
 2357 Bituminous Tack Coat
 2358 Bituminous Prime Coat
 2360 Superpave Hot Mix Asphalt (Type SP)
 2401 Concrete Bridge Construction
 2402 Steel Bridge Construction
 2403 Timber Bridge Construction
 2404 Concrete Wearing Course for Bridges
 2405 Prestressed Concrete Beams
 2411 Minor Concrete Structures
 2412 Precast Concrete Box Culverts
 2422 Crib Walls
 2433 Structure Renovation
 2442 Removal of Old Bridges
 2451 Structure Excavations and Backfills
 2452 Piling
 2461 Structural Concrete
 2471 Structural Metals
 2472 Metal Reinforcement
 2476 Painting Metal Structures
 2478 Shop or Field Applied Epoxy Zinc-Rich Paint System
 2481 Waterproofing
 2501 Pipe Culverts
 2502 Subsurface Drains
 2503 Pipe Sewers
 2506 Manholes and Catch Basins
 2511 Riprap
 2512 Gabions and Revet Mattresses
 2514 Slope Paving
 2520 Lean Mix Backfill
 2521 Walks
 2531 Concrete Curbing
 2533 Concrete Median Barriers
 2535 Bituminous Curb
 2545 Electric Lighting Systems
 2550 Traffic Management System
 2554 Traffic Barriers
 2557 Fencing
 2560 Highway-Railroad Grade Crossing Signals
 2564 Traffic Signs and Devices
 2565 Traffic Control Signals
 2571 Plant Installation
 2572 Protection and Restoration of Vegetation
 2573 Temporary Erosion Control
 2575 Turf Establishment
 2577 Soil Bioengineered Systems
 2580 Temporary Lane Marking
 2581 Removable Preformed Plastic Pavement Marking
 3101 Portland Cement
 3102 Ground Granulated Blast Furnace Slag Cement
 3103 Portland-Pozzolan Cement
 3105 Bagged Portland Cement Concrete Patching Mix Grade 3U18
 3106 Hydrated Lime
 3107 Masonry Cement
 3113 Admixtures for Concrete
 3115 (METRIC PREFERRED) Fly Ash for Use in Portland Cement Concrete
 3126 Fine Aggregate for Portland Cement Concrete
 3127 Fine Aggregate for Bituminous Seal Coat
 3128 Mortar Sand
 3137 Coarse Aggregate for Portland Cement Concrete
 3138 Aggregate for Surface and Base Courses
 3139 Graded Aggregate for Bituminous Mixtures
 3145 Mineral Filler
 3146 Binder Soil
 3149 Granular Material
 3151 Bituminous Material
 3161 Coating and Anti-Stripping Additive
 3165 Asphalt Primer for Dampproofing and Waterproofing
 3166 Asphalt for Dampproofing and Waterproofing
 3201 Saturated Fabric for Waterproofing
 3204 Remolded Asphalt Plank
 3222 Corrugated Aluminized Steel Pipe (Type 2)
 3225 Corrugated Aluminum Pipe
 3226 Corrugated Steel Pipe
 3227 Bituminous Coated Corrugated Metal Pipe
 3228 Aramid-Bonded Corrugated Steel Pipe
 3229 Polymeric Coated Corrugated Steel Pipe
 3231 Galvanized Steel Structural Plate for Pipe, Pipe-Arches, and Arches
 3233 Aluminum Alloy Structural Plate for Pipe, Pipe-Arches, and Arches
 3236 Reinforced Concrete Pipe
 3238 Precast Concrete Box Culverts
 3241 Plastic Truss Pipe
 3245 Thermoplastic Pipe
 3247 Corrugated Polyethylene Pipe
 3251 Clay Pipe
 3252 Cast Iron Soil Pipe
 3253 Non-reinforced Concrete Pipe
 3276 Drain Tile
 3278 Corrugated Polyethylene Drainage Tubing
 3301 Reinforcement Bars
 3302 Dowel Bars
 3303 Steel Fabric
 3305 Spiral Reinforcement
 3306 Low Carbon Structural Steel
 3308 General Requirements for Structural Steel
 3309 High Strength Low Alloy Structural Steel
 3310 High Strength Low Alloy Columbium-Vanadium Steel
 3312 Stainless Steel
 3313 Hot Rolled Bar Steel
 3314 Cold Finished Bar Steel
 3315 Steel Forgings
 3321 Gray Iron Castings
 3322 Carbon Steel Castings
 3323 Alloy Steel Castings
 3324 Malleable Iron Castings
 3325 Wrought Bronze Plates
 3327 Bronze Castings - Type 1
 3328 Bronze Castings - Type 2
 3329 Lubricated Bronze Bearing Plates and Bushings
 3331 Sheet Brass
 3332 Sheet Copper
 3335 Sheet Lead
 3336 Wrought and Extruded Aluminum
 3340 Stainless Steel Clad Plate
 3348 Seven-Wire Strand for Prestressed Concrete
 3351 Sheet Steel Products
 3352 Signs and Markers
 3353 Temporary Reflectorized Pavement Marking Tape
 3354 Preformed Plastic Markings or Permanent Traffic
 3355 Removable Preformed Plastic Pavement Markings For
 3361 Structural Steel Tubing
 3362 Structural Steel Pipe
 3363 Aluminum Tube for Pipe Railing
 3364 Wrought Steel Pipe
 3365 Cast Iron Water Pipe
 3366 Copper Water Tube and Fittings
 3371 Steel Shells for Concrete Piling
 3372 Steel Piling
 3373 Steel Sheet Piling
 3376 Fence Wire
 3379 Fence Gates
 3381 Wire Rope and Fittings for Cable Guardrail
 3382 Steel Plate Beams and Fittings for Traffic Barriers (Guardrail)
 3385 Anchor Rods
 3391 Fasteners
 3392 Galvanized Hardware
 3394 Galvanized Structural Shapes
 3399 Flap Gates
 3401 Flanged Channel Sign Posts
 3403 Rolled Steel Fence Posts
 3406 Structural Metal Fence Posts
 3412 Wood Guardrail Posts
 3413 Wood Fence Posts (Treated)
 3426 Structural Timber
 3457 Lumber
 3462 Plank for Wearing Course
 3471 Timber Piling
 3491 Preservatives and Preservative Treatment of Timber Products
 3501 Basic Requirements For Ready-Mixed Paints and Enamels
 3507 Primer, Steel (Free of Lead and Chromate Pigments)
 3508 Primer, Steel, Zinc Hydroxy Phosphite (Free of toxic pigments)
 3511 Primer, Equipment, Brown
 3514 Primer, Metal Sign (Air Dry, Commercial) Yellow
 3518 Water-Based Inorganic Zinc-Rich Primer
 3520 Epoxy Zinc-Rich Paint System
 3526 Bridge and Guardrail Paint, Black Finish Coat
 3528 Bridge Paint, Ready-Mixed Aluminum, Finish Coat
 3531 General Purpose Exterior Paint, White
 3534 Exterior Paint, Light Stone
 3535 Silicone Alkyd Finish Paint
 3537 Alkyd Semi-Gloss Finish Paint
 3541 Interior Shop Paint, Gray
 3551 General Purpose Enamel, Black
 3552 Exterior Enamel, Dark Green
 3553 Exterior Enamel, Light Green
 3561 Equipment Enamel, Orange
 3571 Sign Enamel, White (Baking and Air Dry)
 3572 Sign Enamel, Yellow (Baking and Air Dry)
 3573 Sign Enamel, Black, Low Gloss (Baking and Air Dry)
 3574 Sign Enamel, Interstate Green (Baking)
 3584 Exterior Masonry Acrylic Emulsion Paint
 3601 Riprap Material
 3602 Gabions and Revet Mattresses Materials
 3608 Concrete Armor Units
 3612 Sewer Brick (Clay)
 3613 Building Brick (Clay or Shale)
 3614 Building Brick (Sand-Lime)
 3615 Building Brick (Concrete)
 3616 Sewer Brick (Concrete)
 3621 Concrete Masonry Units
 3622 Sectional Concrete Manhole/Catch Basin Units
 3630 Precast Concrete Median Barriers
 3661 Reinforced Concrete Cribbing
 3667 Precast Concrete Monuments
 3702 Preformed Joint Fillers
 3719 Joint Sealant, Hot-Poured, Crumb Rubber Type
 3720 Joint Sealant, Hot-Poured, Low Modulus, Elastic Type
 3721 Preformed Elastomeric Compression Joint Seals for Concrete
 3723 Joint and Crack Sealer(Hot-Poured Elastic Type)
 3724 Sewer Joint Sealing Compound (Hot-Poured)
 3725 Joint and Crack Sealer (Hot-Poured, Extra Low Modulus, Elastic Type)
 3726 Preformed Gasket Seals For Concrete Pipe
 3728 Bituminous Mastic Joint Sealer for Pipe
 3731 Caulking Compound
 3733 Geotextiles
 3741 Elastomeric Bearing Pads
 3751 Burlap Curing Blankets
 3752 Waterproof Curing Paper
 3754 Membrane Curing Compound
 3755 Extreme Service Membrane Curing Compound
 3756 Plastic Curing Blankets
 3760 Insulation Board (Polystyrene)
 3801 Rigid Steel Conduit
 3802 Intermediate Metal Conduit
 3803 Non-Metallic Conduit
 3810 Lighting Luminaires
 3811 Light Standards
 3812 Photoelectric Control
 3814 Emergency Vehicle Pre-Emption (EVP) Equipment
 3815 Electrical Conductors and Cables
 3831 Mast Arm Pole Standards and Luminaires
 3832 Traffic Signal Pedestal
 3833 Pedestrian Push Buttons and Signs
 3834 Vehicle Signal Faces
 3835 Pedestrian Signal Faces
 3837 Electrical Service Equipment
 3838 Electrical Junction Boxes
 3839 Conduit Expansion Fittings
 3840 Wood Poles
 3850 Lighting Service Cabinet
 3861 Plant Stock
 3876 Seed
 3877 Topsoil Borrow
 3878 Sod
 3879 Agricultural Lime
 3880 Peat Moss
 3881 Commercial Fertilizer
 3882 Mulch Material
 3883 Erosion Control Netting
 3884 Hydraulic Soil Stabilizer
 3885 Erosion Control Blanket
 3886 Silt Fence
 3887 Flotation Silt Curtain
 3888 Erosion Stabilization Mat
 3889 Temporary Ditch Checks
 3890 Compost
 3891 Inlet Protection
 3892 Temporary Downdrain
 3893 Sandbags
 3894 Sediment Mat
 3895 Fiber Log
 3896 Soil and Root Additives
 3902 Form Coating Materials
 3906 Water for Concrete and Mortar
 3910 Salt (Sodium Chloride)
 3911 Calcium Chloride
 3912 Magnesium Chloride Solution
 3917 Concrete Treating Oil
 3973 Buried Cable Signs
 SECTION 907-401 - HOT MIX ASPHALT (HMA) - GENERAL
 SECTION 907-804--CONCRETE BRIDGES AND STRUCTURES
 SECTION 101 - DEFINITIONS AND TERMS
 SECTION 102 - BIDDING REQUIREMENTS AND CONDITIONS
 SECTION 103 - AWARD AND EXECUTION OF CONTRACT
 SECTION 104 - SCOPE OF WORK
 SECTION 105 - CONTROL OF WORK
 SECTION 106 - CONTROL OF MATERIALS
 SECTION 107 - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 SECTION 108 - PROSECUTION AND PROGRESS
 SECTION 109 - MEASUREMENT AND PAYMENT
 SECTION 110 - REQUIRED CONTRACT PROVISIONS
 SECTION 201 - CLEARING AND GRUBBING
 SECTION 202 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 SECTION 203 - EXCAVATION AND EMBANKMENT
 SECTION 205 - HAUL
 SECTION 206 - STRUCTURE EXCAVATION FOR CONDUITS AND MINOR STRUCTURES
 SECTION 209 - GEOTEXTILE FABRIC STABILIZATION
 SECTION 210 - ROADSIDE DEVELOPMENT
 SECTION 211 - TOPSOILING
 SECTION 212 - GROUND PREPARATION
 SECTION 213 - FERTILIZING
 SECTION 2l4 - SEEDING
 SECTION 215 - MULCHING
 SECTION 216 - SOLID SODDING
 SECTION 217 - DITCH LINER
 SECTION 218 - ASPHALT-COATED FIBER GLASS ROVING
 SECTION 219 - WATERING
 SECTION 220 - INSECT PEST CONTROL
 SECTION 221 - PAVED DITCHES
 SECTION 230 - TREE AND SHRUB PLANTING
 SECTION 231 - TREE SEEDLING PLANTING
 SECTION 232 - FERTILIZER FOR WOODY PLANT MATERIAL
 SECTION 233 - MULCH FOR WOODY PLANT MATERIAL
 SECTION 234 - SILT FENCE
 SECTION 235 - TEMPORARY EROSION CHECKS
 SECTION 236 - TEMPORARY SILT BASINS
 SECTION 301 - PLANT MIX BITUMINOUS BASE COURSE
 SECTION 304 - GRANULAR COURSES
 SECTION 305 - IN-GRADE MODIFICATION
 SECTION 307 - LIME TREATED COURSES
 SECTION 308 - PORTLAND CEMENT TREATED COURSES
 SECTION 310 - MECHANICALLY STABILIZED COURSES
 SECTION 311 - LIME-FLY ASH TREATED COURSES
 SECTION 320 - SHOULDERS
 SECTION 321 - IN-GRADE PREPARATION
 SECTION 401 - PLANT MIX PAVEMENTS - GENERAL
 SECTION 403 - HOT BITUMINOUS PAVEMENT
 SECTION 404 - COLD BITUMINOUS PAVEMENT
 SECTION 405 - SLURRY SEAL
 SECTION 406 - COLD MILLING
 SECTION 407 - TACK COAT
 SECTION 408 - PRIME COAT
 SECTION 409 - GEOTEXTILE FABRIC UNDERSEAL
 SECTION 410 - BITUMINOUS SURFACE TREATMENT
 SECTION 411 - PREROLLING EXISTING PAVEMENT
 SECTION 412 - PRESSURE GROUTING CONCRETE PAVEMENT
 SECTION 413 - CLEANING AND SEALING JOINTS AND CRACKS
 SECTION 501 - PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 502 - PORTLAND CEMENT CONCRETE BRIDGE END PAVEMENT
 SECTION 601 - STRUCTURAL CONCRETE
 SECTION 602 - REINFORCING STEEL
 SECTION 603 - CULVERTS AND STORM DRAINS
 SECTION 604 - MANHOLES, INLETS AND CATCH BASINS
 SECTION 605 - UNDERDRAINS
 SECTION 606 - GUARD RAIL
 SECTION 607 - FENCES AND CATTLE GUARDS
 SECTION 608 - CONCRETE SIDEWALKS
 SECTION 609 - CONCRETE GUTTER, CURB, AND COMBINATION CURB AND GUTTER
 SECTION 611 - BRICK MASONRY
 SECTION 613 - ADJUSTMENT OF CASTINGS, GRATINGS, AND UTILITY APPURTENANCES
 SECTION 614 - CONCRETE DRIVEWAYS
 SECTION 615 - CONCRETE BARRIER
 SECTION 616 - MEDIAN AND ISLAND PAVEMENT
 SECTION 617 - RIGHT-OF-WAY MARKERS
 SECTION 618 - MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL PLAN
 SECTION 619 - TRAFFIC CONTROL FOR CONSTRUCTION ZONES
 SECTION 620 - MOBILIZATION AND REQUISITE WORK
 SECTION 621 - FIELD LABORATORY
 SECTION 625 - PAINTED TRAFFIC MARKINGS
 SECTION 626 - THERMOPLASTIC TRAFFIC MARKINGS
 SECTION 627 - RAISED PAVEMENT MARKERS
 SECTION 628 - COLD PLASTIC PAVEMENT MARKINGS
 SECTION 630 - TRAFFIC SIGNS AND DELINEATORS
 SECTION 908-634 - TRAFFIC SIGNAL SYSTEMS -- GENERAL
 SECTION 908-635 - VEHICLE LOOP ASSEMBLIES
 SECTION 908-636 - SHIELDED CABLE
 SECTION 908-637 - EQUIPMENT CABINETS
 SECTION 908-638 - LOOP DETECTOR AMPLIFIERS
 SECTION 908-639 - TRAFFIC SIGNAL EQUIPMENT POLES
 SECTION 908-640 - TRAFFIC SIGNAL HEADS
 SECTION 908-640 - TRAFFIC SIGNAL HEADS
 SECTION 908-642 - SOLID STATE TRAFFIC ACTUATED CONTROLLERS
 SECTION 908-643 - CLOSED LOOP ON STREET MASTER SYSTEM
 SECTION 908-644 - OPTICAL EMERGENCY VEHICLE PRIORITY CONTROL SYSTEM
 SECTION 908-645 - FLASHER ASSEMBLY
 SECTION 908-646 - REMOVAL OF EXISTING TRAFFIC SIGNALS, CONTROLLERS AND HARDWARE
 SECTION 908-647 - PULLBOXES
 SECTION 908-651 - VEHICULAR IMPACT ATTENUATOR INSTALLATION
 SECTION 908-666 - ELECTRIC CABLE
 SECTION 908-667 - UNDERGROUND ELECTRIC CABLE - REMOVED AND RELAID
 SECTION 908-668 - TRAFFIC SIGNAL CONDUIT
 SECTION 908-679 - ROADWAY LIGHTING SYSTEM
 SECTION 699 - CONSTRUCTION STAKES
 DIVISION 700 - MATERIALS AND TESTS
 SECTION 701 - HYDRAULIC CEMENT
 SECTION 702 - BITUMINOUS MATERIALS
 SECTION 703 - AGGREGATES
 SECTION 704 - AGGREGATE FOR DRAINAGE
 SECTION 705 - STONE BLANKET PROTECTION AND FILTER BLANKET MATERIALS
 SECTION 706 - MASONRY UNITS
 SECTION 707 - JOINT MATERIALS
 SECTION 708 - NON-METAL STRUCTURES AND CATTLEPASSES
 SECTION 709 - METAL PIPE
 SECTION 710 - PAINT
 SECTION 711 - REINFORCEMENT AND WIRE ROPE
 SECTION 7l2 - FENCE AND GUARDRAIL
 SECTION 7l3 - CONCRETE CURING MATERIALS AND ADMIXTURES
 SECTION 714 - MISCELLANEOUS MATERIALS
 SECTION 715 - ROADSIDE DEVELOPMENT MATERIALS
 SECTION 716 - MISCELLANEOUS METALS
 SECTION 717 - STRUCTURAL STEEL
 SECTION 718 - TIMBER AND DIMENSION LUMBER
 SECTION 719 - PILES
 SECTION 720 - PAVEMENT MARKING MATERIALS
 SECTION 721 - MATERIALS FOR SIGNING
 SECTION 722 - MATERIALS FOR TRAFFIC SIGNAL INSTALLATION
 SECTION 801 - EXCAVATION AND FILL
 SECTION 802 - SHEET PILING
 SECTION 803 - BEARING PILES
 SECTION 804--CONCRETE BRIDGES AND STRUCTURES
 SECTION 805 - REINFORCEMENT
 SECTION 806 - PRECAST CONCRETE BRIDGE CAPS, SPANS AND WINGS
 SECTION 808 - JOINT REPAIR
 SECTION 810 - STEEL STRUCTURES
 SECTION 811 - BRONZE OR COPPER-ALLOY BEARING AND EXPANSION PLATES
 SECTION 812 - STEEL GRID FLOORING
 SECTION 813 - RAILING
 SECTION 814 - PAINTING METAL STRUCTURES
 SECTION 815 - RIPRAP AND SLOPE PAVING
 SECTION 816 - MAINTENANCE PAINTING OF METAL STRUCTURES
 SECTION 817 - WATERPROOFING
 SECTION 818 - DAMPPROOFING
 SECTION 820 - TIMBER STRUCTURES
 SECTION 822 - NEOPRENE EXPANSION JOINTS
 SECTION 403 ASPHALTIC CONCRETE PAVEMENT
 SECTION 502 PORTLAND CEMENT CONCRETE PAVEMENT
 General Provisions and Supplemental Specifications to 2004
 Definition of Terms
 Bidding Requirements and Conditions
 Award and Execution of Contract
 Scope of Work
 Control of Work
 Control of Material
 Legal Relations and Responsibility to the Public
 Prosecution and Progress
 Measurement and Payment
 State and Federal Wage Rates and Other Requirements
 ERRATA CORRECTIONS TO 1999 MISSOURI STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION
 Clearing and Grubbing
 Removal of Roadways and Buildings
 Roadway and Drainage Excavation, Embankment and Compaction
 Embankment Monitoring
 Modified Subgrade
 Excavation for Structures
 Linear Grading
 Interception Ditch
 Subgrade Preparation
 Subgrade Compaction
 Subgrade Scarifying
 Subgrading and Shouldering
 Shaping Shoulders
Rock Fill
 Shaping Slopes
 Removals for Bridge Structures
 Plant Mix Bituminous Base Course
Stabilized Permeable Base
 Rock Base
 Aggregate Base Course
 Modified Subgrade
Portland Cement-Treated Bases
 Portland Cement Concrete Base
Aggregate Surface
 Processing Aggregate Surface
 Plant Mix Bituminous Base and Pavement
 Plant Mix Bituminous Surface Leveling
 Asphaltic Concrete Pavement
 Bituminous Mixing Plants
 Road Mix Bituminous Pavement
Tack Coat
 Prime Coat
 Seal Coat
 Concrete
 Portland Cement Concrete Base and Pavement
 Bridge Approach Slab
 Concrete Approach Pavement
 Bridge Deck Concrete Wearing Surface
 Concrete Overlays for Pavement
 Field Laboratories
 Markers
 Water Line Installation
 Miscellaneous Drainage
 Underdrainage
 Guardrail, Crashworthy End Terminals, One-Strand Access Restraint Cable and Three-Strand Guard Cable
 Fencing
 Concrete Median, Median Strip, Sidewalk, Curb Ramps, Steps and Paved Approaches
 Paved Drainage
 Masonry Construction
Embankment Protection
 Impact Attenuators
 Pavement Repair
 Drainage Fittings
 Office for Engineer
 Temporary Traffic Control
 Concrete Traffic Barrier
 Mobilization
 Pavement Edge Treatment
 Pavement Marking
 Flowable Backfill
 Pavement and Bridge Surface Removal and Texturing
 Concrete Bonding Compound, Epoxy Mortar and Epoxy Polymer Concrete Overlay
 Geotextile Construction
 Undersealing Pavement
 Shoulder Rumble Strips
 Contractor Surveying and Staking
 Drilled Shafts
 Load-Bearing Piles
 Concrete Masonry Construction
 Concrete Masonry Repair
 Prestressed Concrete Members for Bridges
 Reinforcing Steel for Concrete Structures
 Conduit System on Structure
 Dampproofing
Waterproofing
 Epoxy Coated Reinforcing Steel
 Protective Coatings for Exposed Concrete Surfaces
 Structural Steel Construction
 Thrie Beam for Bridge Guardrail
 Aluminum Rail -Tube Type
Vertical Drain at End Bents
 Neoprene Bearings
 Neoprene and Silicone Joint Systems
 Temporary Bridge
 Mechanically Stabilized Earth Wall Systems
 Concrete Crib-Type Retaining Walls
Metal Bin-Type Retaining Walls
 Metal Pipe and Pipe-Arch Culverts
 Rigid Pipe Culverts
 Structural Plate Pipe and Structural Plate Pipe-Arch Culverts
 Corrugated Polyvinyl Chloride Culvert Pipe
Placing State-Owned Pipe
 Corrugated Polyethylene Pipe Culverts
 Precast Reinforced Concrete Manholes and Drop Inlets
 Flared End Sections
 Precast Concrete Box Culverts
 Installation of Pipe By Horizontal Boring Methods
 Culvert Pipe Liner
 Lime and Fertilizer
 Mulching
 Sodding
 Topsoil
 Seeding
 Pollution, Erosion and Sediment Control
 Planting Trees, Shrubs and Other Plants
 Highway Lighting
 Traffic Signals
 Highway Signing
 General Requirements for Material
 Aggregate for Asphaltic Concrete
 Aggregate for Seal Coats
 Graded Aggregate for Bituminous Surfaces
 Aggregate for Concrete
 Aggregate for Surfacing
 Aggregate for Base
 Aggregate for Drainage
 Select Granular Backfill for Structural Systems
 Geotextile
 Geocomposite
Miscellaneous Drainage Material
 Bituminous Material
 Ground Granulated Blast Furnace Slag
 Fly Ash for Concrete
 Cement
 Corrugated Metallic-Coated Steel Culvert Pipe, Pipe-Arches and End Sections
 Bituminous-Coated Corrugated Metal Culvert Pipe and Pipe-Arches
 Corrugated Metallic-Coated Steel Pipe Underdrain
 Structural Plate Pipe and Pipe-Arches
 Corrugated Aluminum Alloy Culvert Pipe and Corrugated Aluminum Alloy Structural Plate
 Corrugated Aluminum Alloy Pipe Underdrains
 Reinforced Concrete Culvert Pipe
 Polymer-Coated Corrugated Metal Culvert Pipe and Pipe-Arches
 Corrugated Polyvinyl Chloride Culvert Pipe
 Fabricating Prestressed Concrete Members for Bridges
 Vitrified Clay Sewer and Culvert Pipe
 Clay Drain Tile
 Precast Concrete Flared End Sections
 Precast Drainage Units
 Reinforced Concrete Elliptical Culvert Pipe
 Reinforced Concrete Arch Culvert
 Reinforcing Steel for Concrete
 Shear Connectors
 Bearing Pads for Structures
 Epoxy Resin Material
 Guardrail, End Terminals, One-Strand Access Restraint Cable and Three-Strand Guard Cable Material
 Construction Signs
Highway Sign Material
 Fence Material
 Posts for Markers and Delineators
 Paint for Structural Steel
 Pipe Liner
 Corrugated Polyethylene Culvert Pipe
 Pavement Marking Material
 Precast Concrete Box Culvers
 Lumber, Timber, Piling, Posts and Poles
 Slotted Drain
 Mechanically Stabilized Earth Wall System Components
 Cocnrete Sealer
 Concrete Admixtures
 Concrete Curing Material
 Cocnrete Tinting Material
 Material for Joints
 Polyethylene Sheeting
 Protective Coating Material
 Electrical Conduit
 Electrical Conductors
 Pull and Junction Boxes
 Temporary Traffic Control Devices
 Temporary Concrete Traffic Barrier
 Concrete Traffic Barrier Delineators
 Mortars and Grout
 Water
 Asphalt Release Agents, Fiber Additives and Liquid Anti-Strip Additives
 Dampproofing and Waterproofing Material
 Joint Material for Structures
 Centrifugally-Cast Fiberglass-Reinforced Polymer Mortar Pipe
 Structural Steel Fabrication
 Coating of Structural Steel
 Lighting Equipment
 Signal Equipment
 Section 102 Bidding Requirements and Conditions
Section 103 Award and Execution of Contract
Section 104 Scope of Work
Section 105 Control of Work
Section 106 Control of Material
Section 107 Legal Relations and responsibility to the Public
Section 108 Prosecution and Progress
Section 109 Measurement and Payment
SUPPLEMENTAL SPECIFICATIONS TO MONTANA STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION - 1995 EDITION
 Section 201 Clearing and Grubbing
Section 202 Removal of Structures and Obstructions
Section 203 Excavation and Embankment
Section 204 Existing Surface Preparation
Section 206 Haul
Section 207 Culvert Excavation and Trench Excavation
Section 208 Water Pollution Control and Stream Preservation
Section 209 Structure Excavation
Section 210 Equipment Use
Section 211 Road Leveler Operations
Section 212 Obliterate Roadway
Section 301 Aggregate Surfacing
Section 303 Stockpiled Surfacing Aggregate
Section 304 Portland Cement Treated Base
Section 401 Plant Mix Pavement
Section 402 Bituminous Materials
Section 404 Open-Graded Friction Course
Section 406 Road Mix Bituminous Pavement
Section 407 Bituminous Prime and Tack Coat
Section 409 Seal Coat
Section 410 Bituminous Surface Treatment
Section 411 Cold Milling
Section 501 Portland Cement Concrete Pavement
Section 551 Portland Cement Concrete
Section 553 Prestressed Concrete Members
Section 554 Precast Concrete Products
Section 555 Reinforcing Steel
Section 556 Steel Structures
Section 558 Timber Structures
Section 559 Piling
Section 601 Metal Water Service Lines
Section 602 Remove and Re-Lay Pipe Culvert
Section 603 Culverts, Storm Drains, Sanitary Sewers, Stockpasses and Underpasses
Section 604 Manholes, Combination Manholes and Inlets and Inlets
Section 606 Guardrail and Median Barrier Rail
Section 607 Fences
Section 608 Concrete Sidewalks
Section 609 Curbs and Gutters
Section 610 Roadside Revegetation
Section 611 Cattle Guards
Section 612 Paints and Painting
Section 613 Riprap and Slope and Bank Protection
Section 614 Retaining Walls
Section 616 Conduits and Pull Boxes
Section 617 Traffic Signals and Lighting
Section 618 Traffic Control
Section 619 Signs, Delineators and Guideposts
Section 620 Pavement Marking Application
Section 621 Remove, Reset, and Adjust Facilities
Section 622 Geosynthetics Construction
Section 701 Aggregate
Section 702 Bituminous Materials
Section 703 Lighting & Signal Materials
Section 704 Signing Material
Section 705 Guardrail and Guide Posts
Section 706 Treated and Untreated Timber and Timber Pile
Section 707 Joint Materials
Section 708 Concrete, Plastic and Fiber Pipe
Section 709 Metal Pipe
Section 710 Paints
Section 711 Reinforcing Steel, Structural Steel Hardware, and Miscellaneous Structure Items
Section 712 Fencing Materials
Section 713 Miscellaneous Materials
Section 714 Pavement Marking Materials
Section 715 Traffic Control Devices
SECTION 502 - ASPHALTIC CONCRETE PAVEMENT SMOOTHNESS
 101 -- GENERAL INFORMATION, DEFINITIONS, AND TERMS
 102 -- PROPOSAL REQUIREMENTS AND CONDITIONS
 103 -- AWARD AND EXECUTION OF THE CONTRACT
 104 -- SCOPE OF WORK
 105 -- CONTROL OF WORK
 106 -- CONTROL OF MATERIAL
 107 -- LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
 108 -- PROSECUTION AND PROGRESS
 109 -- MEASUREMENT AND PAYMENT
 110 -- WAGES AND CONDITIONS OF EMPLOYMENT
 111 -- PLANS AND SPECIFICATIONS
 112 -- MOBILIZATION
 113 -- PARTNERING
 114 -- CONSTRUCTION SURVEYING
 Supplemental Specifications to the 1997 Nebraska Standard Specifications
 201 -- GENERAL REQUIREMENTS
 202 -- CLEARING AND GRUBBING
 203 -- REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 204 -- TEMPORARY WATER POLLUTION CONTROL
 205 -- EXCAVATION AND EMBANKMENT
 206 -- ROADWAY GRADING
 207 -- SALVAGING AND PLACING TOPSOIL
 208 -- BORROW AND WASTE SITE RESTORATION
 209 -- OVERHAUL
 301 -- GENERAL REQUIREMENTS
 302 -- SUBGRADE PREPARATION AND SHOULDER SUBGRADE PREPARATION
 303 -- SUBGRADE STABILIZATION
 304 -- EARTH SHOULDER CONSTRUCTION
 305 -- CRUSHED ROCK BASE COURSE
 306 -- GRANULAR FILL
 307 -- FOUNDATION COURSE
 308 -- MEDIAN CONSTRUCTION
 309 -- CALCIUM CHLORIDE TREATMENT
 310 -- ROCK OR GRAVEL SURFACING
 311 -- FURNISH ROCK OR GRAVEL
 312 -- REMOVAL AND PROCESSING OF CONCRETE PAVEMENT
 401 -- LIGHTING AND TRAFFIC SIGNAL
 402 -- ELECTRICAL WIRE AND CABLE IN CONDUIT
 403 -- DIRECT BURIED WIRE AND CABLE
 404 -- AERIAL CABLE
 405 -- CONDUIT
 406 -- PULL BOXES
 407 -- POLE AND TOWER FOUNDATIONS
 408 -- POLES AND TOWERS
 409 -- SIGNAL HEADS
 410 -- DETECTORS
 411 -- TRAFFIC SIGNAL CONTROLLER
 412 -- LUMINAIRES
 413 -- LIGHTING CONTROL CENTERS
 414 -- HIGH MAST LOWERING SYSTEMS
 415 -- PROJECT LIGHTING SYSTEM MAINTENANCE
 416 -- TEMPORARY LIGHTING SYSTEMS
 417 -- HIGHWAY SIGNS
 418 -- OVERHEAD SIGN SUPPORTS
 419 -- PLOWABLE PAVEMENT MARKERS
 420 -- DELINEATORS
 421 -- REMOVING AND RESETTING DELINEATORS
 422 -- TEMPORARY TRAFFIC CONTROL DEVICES
 423 -- TRAFFIC PROVISIONS
 424 -- PERMANENT PAVEMENT MARKING
 501 -- GENERAL REQUIREMENTS
 502 -- ASPHALTIC CONCRETE PAVEMENT SMOOTHNESS
 503 -- ASPHALTIC CONCRETE
 504 -- TACK COAT
 505 -- ASPHALTIC CONCRETE CURB
 506 -- ASPHALTIC CONCRETE ISLAND NOSES AND MEDIANS
 507 -- ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING
 508 -- JOINT SEALING - ASPHALT TO CONCRETE
 509 -- BITUMINOUS SAND BASE COURSE
 510 -- COLD MILLING
 511 -- SALVAGING AND STOCKPILING BITUMINOUS MATERIAL
 512 -- BITUMINOUS SURFACE COURSE
 513 -- FOG SEAL
 514 -- MICROSURFACING
 515 -- ARMOR COAT
 516 -- BITUMINOUS PAVEMENT PATCHING
 517 -- PRIME COAT
 518 -- FABRIC REINFORCEMENT
 601 -- GENERAL REQUIREMENTS
 602 -- PORTLAND CEMENT CONCRETE PAVEMENT SMOOTHNESS
 603 -- CONCRETE PAVEMENT
 604 -- CONCRETE BASE COURSE
 605 -- CONCRETE PAVEMENT REPAIR
 606 -- CONCRETE CURB AND CONCRETE GUTTER
 607 -- CONCRETE SIDEWALKS, BIKEWAYS, AND MEDIAN SURFACING
 608 -- CONCRETE ISLAND NOSE
 609 -- CONCRETE DRIVEWAYS
 610 -- CONCRETE MEDIAN BARRIERS
 701 -- GENERAL REQUIREMENTS
 702 -- EXCAVATION FOR STRUCTURES
 703 -- PILES AND PILE DRIVING
 704 -- CONCRETE CONSTRUCTION
 705 -- PRECAST/PRESTRESSED CONCRETE STRUCTURAL UNITS
 706 -- CONCRETE BRIDGE FLOORS
 707 -- REINFORCEMENT
 708 -- STEEL STRUCTURES
 709 -- PAINTING
 710 -- CONCRETE BRIDGE DECK REPAIR WITH SILICA FUME CONCRETE
 711 -- CONCRETE BRIDGE DECK REPAIR WITH HIGH DENSITY-LOW SLUMP CONCRETE
 712 -- FIXED BEARINGS AND EXPANSION BEARINGS, TFE TYPE
 713 -- CONFINED ELASTOMERIC BEARING DEVICES (POT BEARINGS)
 714 -- MECHANICALLY STABILIZED EARTH (MSE) WALLS
 715 -- MECHANICALLY STABILIZED EARTH (MSE) WALLS
 716 -- STEEL RAILINGS
 717 -- CONCRETE BOX CULVERTS
 718 -- CULVERT PIPE
 719 -- CORRUGATED METAL PIPE CULVERTS
 720 -- CONCRETE PIPE CULVERTS
 721 -- DRIVEWAY CULVERT PIPE
 722 -- SEWERS
 723 -- TAPPING EXISTING DRAINAGE AND SEWER FACILITIES
 724 -- INSTALLATION AND REMOVAL OF FLARED-END SECTIONS
 725 -- BAR GRATES FOR FLARED-END SECTIONS
 726 -- CULVERT SANDFILL
 727 -- SUBSURFACE DRAINAGE MATTING
 728 -- RIPRAP FILTER FABRIC
 729 -- DECK JOINT SEALS
 730 -- STRIP SEALS
 731 -- JACKING CULVERT PIPE, SEWER PIPE, AND CASING
 801 -- REMOVING AND RESETTING TREES
 802 -- FURNISHING AND PLANTING OF PLANT MATERIALS
 803 -- SEEDING
 804 -- FERTILIZING
 805 -- MULCHING
 806 -- SODDING
 807 -- EROSION CONTROL
 808 -- EROSION CHECKS
 809 -- SILT FENCE
 810 -- SLOPE PROTECTION
 811 -- SLOPE PROTECTION NETTING
 812 -- COVER CROP SEEDING
 813 -- PEAT MOSS
 901 -- FIELD LABORATORIES, FIELD OFFICES, AND SCALE HOUSES
 902 -- GUARDRAIL AND GUARD POSTS
 903 -- REMOVE AND RESET GUARDRAIL
 904 -- INERTIAL BARRIER MODULES
 905 -- ROCK RIPRAP
 906 -- BROKEN CONCRETE RIPRAP
 907 -- GABIONS AND REVET MATTRESSES
 908 -- CONCRETE SLOPE PROTECTION, DITCH LINING, FLUMES AND DISCHARGE STRUCTURES
 909 -- INSTALLING TIE BARS
 910 -- RIGHT-OF-WAY AND BARBED WIRE FENCE
 911 -- CHAIN-LINK FENCE
 912 -- SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS
 913 -- RIGHT-OF-WAY MARKERS
 914 -- PIPE UNDERDRAINS
 915 -- GRANULAR SUBDRAINS
 916 -- CATCH BASINS, MANHOLES, INLETS, AND JUNCTION BOXES
 917 -- RECONSTRUCTION OF MANHOLES AND ADJUSTING MANHOLES TO GRADE
 918 -- ABANDONING MANHOLES, INLETS, AND JUNCTION BOXES
 919 -- EQUIPMENT RENTAL
 920 -- DAMPPROOFING
 921 -- MAILBOX POSTS
 1001 -- GENERAL INSTRUCTIONS AND REQUIREMENTS
 1002 -- PORTLAND CEMENT CONCRETE
 1003 -- FLOWABLE FILL
 1004 -- PORTLAND CEMENT
 1005 -- WATER FOR CONCRETE
 1007 -- CHEMICAL ADMIXTURES
 1008 -- FLY ASH
 1009 -- SILICA FUME
 1010 -- WHITE OPAQUE POLYETHYLENE FILM AND WHITE BURLAP POLYETHYLENE SHEET FOR CURING CONCRETE
 1011 -- BURLAP FOR CURING CONCRETE
 1012 -- LIQUID MEMBRANE-FORMING COMPOUNDS FOR CURING CONCRETE
 1013 -- BITUMINOUS LIQUID COMPOUNDS FOR CURING CONCRETE
 1014 -- JOINT SEALING FILLER
 1015 -- PREFORMED JOINT FILLER
 1016 -- PREFORMED POLYCHLOROPRENE ELASTOMERIC JOINT SEALS
 1017 -- CAULKING COMPOUND
 1018 -- EPOXY COMPOUNDS AND ADHESIVES
 1019 -- SEALING COMPOUNDS
 1020 -- STEEL BARS FOR CONCRETE REINFORCEMENT
 1021 -- EPOXY COATED REINFORCING STEEL
 1022 -- DOWEL BARS
 1023 -- COLD-DRAWN STEEL WIRE FOR CONCRETE REINFORCEMENT
 1024 -- WELDED STEEL WIRE FABRIC FOR CONCRETE REINFORCEMENT
 1025 -- STEEL WIRE FOR PRESTRESSED CONCRETE UNITS
 1026 -- STEEL STRAND FOR PRESTRESSED CONCRETE UNITS
 1027 -- DEFORMED METAL CENTER JOINT AND METAL KEYWAY
 1028 -- ASPHALTIC CONCRETE
 1029 -- ASPHALT CEMENT
 1030 -- LIQUID ASPHALTS
 1031 -- EMULSIFIED ASPHALT (ANIONIC)
 1032 -- EMULSIFIED ASPHALT (CATIONIC)
 1033 -- AGGREGATES
 1034 -- SOIL BINDER
 1035 -- CORRUGATED METAL PIPE
 1036 -- METAL FLARED-END SECTIONS
 1037 -- REINFORCED CONCRETE PIPE, MANHOLE RISERS, AND FLARED-END SECTIONS
 1038 -- PLASTIC PIPE
 1039 -- DUCTILE IRON PIPE
 1040 -- STEEL PIPE AND STRUCTURAL TUBING
 1041 -- DRAIN TILE
 1042 -- STRUCTURAL PLATE PIPE
 1043 -- FLAP GATES
 1044 -- BAR GRATES FOR FLARED-END SECTIONS
 1045 -- STRUCTURAL STEEL
 1046 -- END WELDED STUDS
 1047 -- WELDING ELECTRODES AND FLUXES
 1048 -- STEEL FORGINGS
 1049 -- COLD-FINISHED BARS AND SHAFTING
 1050 -- STEEL CASTINGS
 1051 -- IRON CASTINGS
 1052 -- GALVANIZED SHEET METAL
 1053 -- SHEET ZINC
 1054 -- SHEET ALUMINUM
 1055 -- SHEET LEAD
 1056 -- STEEL SHEET PILES AND SHEET PILE CORNERS
 1057 -- LOW CARBON STEEL FASTENERS
 1058 -- HIGH TENSILE BOLTS, NUTS, AND WASHERS
 1059 -- ZINC COATING ON HARDWARE
 1060 -- GALVANIZED CABLE CLAMPS
 1061 -- REPAIR OF DAMAGED METALLIC COATINGS
 1062 -- ZINC-COATED AND ALUMINUM-COATED STEEL WIRE STRAND
 1063 -- ZINC-COATED AND ALUMINUM-COATED CARBON STEEL WIRE
 1064 -- FENCES
 1065 -- POLYSTYRENE BOARD FILLERS
 1066 -- W-BEAM AND THRIE-BEAM GUARDRAIL
 1067 -- STEEL GUARDRAIL POSTS AND SPECIAL POSTS
 1068 -- ELASTOMERIC BEARINGS AND LAMINATED BEARING PADS
 1069 -- TEMPORARY PAVEMENT MARKING
 1070 -- HIGHWAY SIGNS
 1071 -- POSTS AND FASTENERS FOR HIGHWAY SIGNING
 1072 -- REFLECTORS
 1073 -- ROADWAY LIGHTING, SIGN LIGHTING, AND TRAFFIC SIGNALS
 1074 -- GABIONS AND REVET MATTRESSES
 1075 -- TIMBER AND LUMBER
 1076 -- WOOD PRESERVATIVES
 1077 -- PAINTS AND PROTECTIVE COATINGS
 SECTION 109 - MEASUREMENT AND PAYMENT
 SECTION 401 - PLANTMIX BITUMINOUS PAVEMENTS
 Terms and Definitions
 Bidding Requirements and Conditions
 Award and Execution of Contract
 Scope of Work
 Control of Work
 Control of Material
 Legal Relations and Responsibility to the Public
 Prosecution and Progress
 Measurement and Payment
 Wages and Conditions of Employment
 Engineering
 Clearing and Grubbing
 Removal of Structures and Obstructions
 Excavation and Embankment
 Rounded and Transition Slopes
Overhaul
Structure Excavation
 Backfill
 Foundation Fill
 Drain Backfill
Watering
 Erosion Control
 Landscaping
 Irrigation Systems
 Mailbox Systems
 Aggregate Base Courses
 Portland Cement Treated Base
 Roadbed Modification
 Shouldering Material
 Plantmix Bituminous Pavements-General
 Plantmix Bituminous Surface
 Plantmix Bituminous Open-graded Surface
 Cold Recycled Bituminous Surface and Premixed Bituminous Paving Material
 Tack Coat
 Prime Coat
 Seal Coat.
 Surface Treatment
 Portland Cement Concrete Pavement
 Concrete Pavement Resurfacing
 Portland Cement Concrete
 Concrete Structures
 Precast Prestressed Concrete Members
 Lightweight Concrete for Structures
 Reinforcing Steel
 Steel Structures
 Driven Piles
 Drilled Shaft Foundations
 Pipe Culverts ?Type of Material Optional
 Pipe Culverts ?General
 Reinforced Concrete Pipe
 Corrugated Metal Pipe and Metal Arch Pipe
 Plastic Pipe
 Structural Plate Culverts
 Underdrains
 Downdrains
 Catch Basins,Manholes and Inlets
 Riprap
Concrete Slope Paving
 Concrete Curbs,Gutters,and Sidewalks
 Painting
 Preservative Treatments for Timber
 Fencing
 Cattle Guards
 Guardrail
 Object Markers and Guide Posts
 Monuments
 Signals,Lighting and Intelligent Traffic Systems
 Accommodations for Public Traffic
 Construction Signs
 Permanent Signs
 Mobilization
 Permanent Painted Pavement Markings
 Pavement Markers
 Pavement Marking Film
 Temporary Pavement Striping Tape
 Temporary Painted Pavement Marking
 Pollution Control
 Retaining Walls
 Vehicular Impact Attenuators
 Waterproofing,Dampproofing and Crack Sealing
 Pneumatically Placed Concrete Mortar
 Portland Cement
 Concrete Curing Materials and Admixtures
 Bituminous Materials
 Base Aggregates
 Aggregates for Bituminous Courses
 Aggregates for Portland Cement Products
 Joint Material
 Concrete and Plastic Pipe
 Metal Pipe and Drains
 Structural Steel
 Miscellaneous Metal
 Reinforcement
 Paint
 Galvanizing
 Sign Materials
 Timber Material
 Guardrail Materials
 Object Markers and Guide Posts
 Water
 Fence Materials
 Elastomeric Bearing Pads
 Roadside Materials
 Concrete Surface Finishing Material
 Epoxy
 Traffic Paint
 Traffic Beads
 Engineering Fabrics
 Pavement Marking Film
 101 Definitions and Terms
102 Bidding Requirements and Conditions
103 Award and Execution of Contract
 104 Scope of Work
Rights In and Use of Materials Found On The Project
 105 Control of the Work
106 Control of the Material
107 Legal Relations and Responsibility to Public
108 Prosecution and Progress
109 Measurement and Payment
Differing Site Conditions, Changes and Extra Work
 201 Clearing and Grubbing
202 Removal of Structures and Obstructions
203 Excavation and Embankment
 206 Structure Excavation for Pipes and Other Minor Structures
207 Channel Excavation
209 Granular Backfill
 211 Vibration Monitoring
214 Fine Grading
Aggregate Base Course
 304 Aggregate Base Course
306 Reclaimed Stabilized Base
 401 Plant Mix Pavements -General
403 Hot Bituminous Pavement
404 Recycled Bituminous Pavement
 410 Bituminous Surface Treatment
411 Plant Mix Surface Treatment
413 Hot-Poured Crack Sealant
417 Cold Planing Bituminous Surfaces
501 Temporary Bridge
502 Removal of Existing Bridge Structure
503 Cofferdams and Water Diversion Structures
 504 Bridge Excavation
506 Sheet Piling
508 Structural Fill
 510 Bearing Piles
511 Preparation for Concrete Bridge Deck Repairs
512 Preparation for Concrete Repairs
520 Portland Cement Concrete
528 Prestressed Concrete Members
530 Waterproofing Concrete Surfaces
534 Water Repellent
536 Epoxy Coating for Concrete
537 Concrete Sealer
538 Barrier Membrane
541 Waterstops
544 Reinforcing Steel
547 Shear Connectors
548 Elastomeric Bearings
550 Structural Steel
556 Painting Existing Structural Steel
560 Prefabricated Compression Seal Expansion Joint
561 Prefabricated Expansion Joint
 562 Elastomeric Sealant
563 Bridge Rail
565 Bridge Approach Rail
 566 Elastomeric Joint Seal
568 Structural Timber
570 Stone Masonry
 572 Stone Wall
582 Slope Paving
583 Riprap
 585 Stone Fill
586 Placing Excavated Rock
587 Keyed Stone Fill
 591 Structural Plate Pipes,Pipe-Arches,and Arches
603 Culverts and Storm Drains
604 Catch Basins,Drop Inlets,and Manholes
605 Underdrains
 606 Guardrail
607 Fences
608 Sidewalks
 609 Curbs
 614 Electrical Conduit
615 Traffic Signs
616 Traffic Signals
618 Uniformed Officers and Flaggers
619 Maintenance of Traffic
621 Delineators
622 Markers and Bounds
624 Railroad Protection
625 Light Pole Bases
628 Sawed Pavement
Retroreflective Pavement Markings
 632 Retroreflective Pavement Markings
641 Loam
642 Limestone
643 Fertilizer for Grasses
644 Grass Seed
645 Erosion Control
646 Turf Establishment
647 Humus
648 Sod
650 Planting -General
651 Evergreen Trees
652 &653 Deciduous Trees
654 Evergreen Shrubs (Needle and Broadleaf)
 655 &656 Deciduous Shrubs
657 Vines and Ground Covers
658 Transplanting Plant Material
 692 Mobilization
693 Training Programs
Field Facilities (Computer Specifications)
 Field Facilities (Trailers)
 698 Field Facilities
699 Temporary Project Water Pollution Control (Soil Erosion)
 702 Bituminous Materials
703 Aggregates
707 Cement Mortar
 708 Paints
711 Preformed Retroreflective Pavement Marking Tape
716 Specifications for the Welding of Aluminum Alloys for Highway Structures
718 Retroreflective Sheeting
 SECTION 404 - HOT MIX ASPHALT (HMA)
 SECTION 405 - CONCRETE SURFACE COURSE
 SECTION 406 - SUPERPAVE HOT MIX ASPHALT (HMA) COURSES
 SECTION 914 - PORTLAND CEMENT CONCRETE, MORTAR, AND GROUT
 101 - GENERAL INFORMATION
 102 - BIDDING REQUIREMENTS AND CONDITIONS
 103 - AWARD AND EXECUTION OF CONTRACT
 104 - SCOPE OF WORK
 105 - CONTROL OF WORK
 106 - CONTROL OF MATERIAL
 107 - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 108 - PROSECUTION AND PROGRESS
 109 - MEASUREMENT AND PAYMENT
 201 - CLEARING SITE
 202 - ROADWAY EXCAVATION
 203 - EMBANKMENT
 204 - BORROW EXCAVATION
 205 - CHANNEL AND DITCH EXCAVATION
 206 - FOUNDATION AND BRIDGE EXCAVATION
 207 - SUBSURFACE STRUCTURE EXCAVATION
 208 - SUBBASE
 209 - UNDERLAYER PREPARATION
 210 - SHOULDERS
 211 - PREPARATION OF ROADBED
 212 - SOIL EROSION AND SEDIMENT CONTROL
 301 - SOIL AGGREGATE AND DENSE-GRADED AGGREGATE BASE COURSES
 302 - ROAD-MIXED STABILIZATION
 303 - PLANT-MIXED STABILIZATION
 304 - LIME-POZZOLAN STABILIZED BASE COURSE
 305 - CONCRETE BASE COURSE
 401 - SOIL AGGREGATE AND DENSE-GRADED AGGREGATE SURFACE COURSES
 402 - BITUMINOUS SURFACE TREATMENT
 403 ? HOT MIX ASPHALT FRICTION COURSE
 404 ? HOT MIX ASPHALT (HMA)
 405 - CONCRETE SURFACE COURSE
 406 ? SUPERPAVE HOT MIX ASPHALT (HMA) COURSES
 501 - CONCRETE STRUCTURES
 502 - PRESTRESSED CONCRETE STRUCTURES
 503 - STEEL STRUCTURES
 504 - TIMBER STRUCTURES
 505 - LOAD BEARING PILES
 506 - BULKHEADS, FENDER SYSTEMS, AND DOLPHINS
 507 - PNEUMATICALLY APPLIED MORTAR
 508 - METAL BRIDGE RAILING AND FENCE
 509 - SIGN SUPPORT STRUCTURES
 510 - PUBLIC UTILITIES IN STRUCTURES
 511 - STRUCTURAL PLATE PIPE
 512 - TEMPORARY STRUCTURES
 513 - SHEETING, TEMPORARY AND LEFT IN PLACE
 514 - PAINTING EXISTING BRIDGES
 515 - GRANITE MASONRY
 516 - CONCRETE CRIB WALLS
 517 - STORM DRAINS, BRIDGE
 518 - BRIDGE DECK REHABILITATION
 519 - PREFABRICATED MODULAR WALLS
 520 - MECHANICALLY STABILIZED EARTH (MSE) WALLS
 521 - ALTERNATE RETAINING WALL DESIGNS
 522 - NOISE BARRIERS
 601 - UNDERDRAINS
 602 - PIPES
 603 - INLETS AND MANHOLES
 604 - SLOPE GUTTERS
 605 - CURBS
 606 ? HOT MIX ASPHALT CURB
 607 - SIDEWALKS AND DRIVEWAYS
 608 - ISLANDS
 609 - RUBBLE MASONRY AND RUBBLE RIPRAP WALLS
 610 - CULVERTS AND HEADWALLS
 611 - MONUMENTS
 612 - BEAM GUIDE RAIL
 613 - MISCELLANEOUS CONCRETE
 614 - FENCES
 615 - METAL RAILING
 616 - SLOPE AND CHANNEL PROTECTION
 617 - TRAFFIC CONTROL
 618 - TRAFFIC STRIPES AND MARKINGS
 619 - SIGNS
 620 - DELINEATORS
 621 - CRASH CUSHIONS
 622 - WATER, GAS, AND SANITARY SEWER LINES
 701 - COMMON PROVISIONS
 702 - TRAFFIC SIGNALS
 703 - HIGHWAY LIGHTING
 704 - TOWER LIGHTING STANDARD ASSEMBLIES
 705 - SIGN LIGHTING
 706 - INTELLIGENT TRANSPORTATION SERVICES FACILITIES
 801 - SELECTIVE THINNING
 802 - SELECTIVE CLEARING
 803 - TRIMMING EXISTING TREES
 804 - TREE REMOVAL
 805 - PREPARATION OF EXISTING SOIL
 806 - TOPSOILING
 807 - TURF REPAIR STRIP
 808 - FERTILIZING AND SEEDING
 809 - TOPSOIL STABILIZATION
 810 - SODDING
 811 - MULCHING
 812 - MOWING
 813 - PLANTING
 814 - NONVEGETATIVE SURFACES
 901 - AGGREGATES
 902 - BEAM GUIDE RAIL
 903 ? HOT MIX ASPHALT
 904 ? BITUMINOUS MATERIALS
 905 - CONCRETE ADMIXTURES AND CURING MATERIALS
 906 - ELECTRICAL MATERIALS
 908 - JOINT MATERIALS
 909 - LANDSCAPING MATERIALS
 910 - MASONRY UNITS
 911 - NON-FERROUS METALS
 912 - PAINTS, COATINGS, AND MARKINGS
 913 - PIPE
 914 - PORTLAND CEMENT CONCRETE, MORTAR, AND GROUT
 915 - REINFORCEMENT STEEL
 916 - SIGN MATERIALS
 917 - STRUCTURAL STEEL AND OTHER FERROUS METALS
 918 - TIMBER AND TIMBER PRESERVATIVES
 919 - MISCELLANEOUS
 920 ? SUPERPAVE HOT MIX ASPHALT (HMA)
 990 - METHODS OF TESTS
 Agreement for Corridor 44 Professional Services and Warranty
 SCOPE OF DESIGN PROFESSIONAL SERVICES
 SCOPE OF CONSTRUCTION MANAGEMENT PROFESSIONAL SERVICES
 TERM SHEET
 Pavement Warranty
 Structures Warranty
 SECTION 303 - PLANT MIXED STABILIZATION
 SECTION 420 - PLANT MIX BITUMINOUS PAVEMENT (DENSE- GRADED A, B, C, D)
 SECTION 421 - PLANT MIX BITUMINOUS PAVEMENT (DENSE- GRADED A, B, C, D: QC/ QA)
 SECTION 422 - PLANT MIX BITUMINOUS PAVEMENT (SUPERPAVE)
 Corridor 44 - Pavement Warranty
 Corridor 44 - Structures Warranty
 DIVISION 100— GENERAL PROVISIONS
 SECTION 101— ABBREVIATIONS, SYMBOLS, TERMS, AND DEFINITIONS
 SECTION 102— BIDDING REQUIREMENTS AND CONDITIONS
 SECTION 103— AWARD AND EXECUTION OF CONTRACT
 SECTION 104— SCOPE OF WORK
 SECTION 105— CONTROL OF WORK
 SECTION 106— CONTROL OF MATERIALS
 SECTION 107— LEGAL RELATIONS, ENVIRONMENTAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC
 SECTION 108— PROSECUTION AND PROGRESS
 SECTION 109— MEASUREMENT AND PAYMENT
 SECTION 201— CLEARING AND GRUBBING
 SECTION 203— EXCAVATION, BORROW, AND EMBANKMENT
 SECTION 206— EXCAVATION AND BACKFILL FOR CULVERTS AND MINOR STRUCTURES
 SECTION 207— SUBGRADE PREPARATION
 SECTION 208— LINEAR GRADING
 SECTION 209— BLADING AND RESHAPING
 SECTION 210— STRUCTURE EXCAVATION AND BACKFILL FOR BRIDGES
 SECTION 213— OBLITERATING OLD ROAD
 SECTION 301— BITUMINOUS- TREATED BASE
 SECTION 302— PROCESSING, PLACING, AND COMPACTING EXISTING PAVEMENT
 SECTION 303— BASE COURSE (QC/ QA)
 SECTION 304— BASE COURSE
 SECTION 306— CEMENT- AND LIME SLURRY- TREATED SUBGRADE
 SECTION 311— TREATED OPEN- GRADED BASE COURSE
 SECTION 401— PAVEMENT SMOOTHNESS MEASUREMENT
 SECTION 402— BITUMINOUS MATERIALS, HYDRATED LIME, AND LIQUID ANTI- STRIPPING AGENTS
 SECTION 403— OPEN- GRADED FRICTION COURSE (QC/ QA)
 SECTION 404— OPEN- GRADED FRICTION COURSE
 SECTION 405— DETOUR PAVEMENTS
 SECTION 407— TACK COAT
 SECTION 408— PRIME COAT
 SECTION 411— HOT- POURED CRACK SEALANT
 SECTION 412— HOT IN- PLACE RECYCLING OF ASPHALT PAVEMENT
 SECTION 413— SINGLE- MACHINE HOT IN- PLACE SURFACE REPAVING
 SECTION 414— COLD MILLING
 SECTION 415— PAVEMENT SURFACE RESTORATION
 SECTION 416— MINOR PAVING
 SECTION 417— MISCELLANEOUS PAVING
 SECTION 420— PLANT- MIX BITUMINOUS PAVEMENT (DENSE- GRADED A, B, C, D)
 SECTION 421— PLANT- MIX BITUMINOUS PAVEMENT (DENSE- GRADED A, B, C, D: QC/ QA)
 SECTION 422— PLANT- MIX BITUMINOUS PAVEMENT (SUPERPAVE)
 SECTION 423— PLANT- MIX BITUMINOUS PAVEMENT (SUPERPAVE QC/ QA)
 SECTION 424— STONE MATRIX ASPHALT
 SECTION 425— STONE MATRIX ASPHALT (QC/ QA)
 SECTION 451— PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 452— SEALING AND RESEALING CONCRETE PAVEMENT JOINTS
 SECTION 454— CRACKING AND SEATING CONCRETE PAVEMENT
 SECTION 455— DIAMOND- GRINDING AND GROOVING OF PCCP
 SECTION 501 DRIVEN BEARING PILES
 SECTION 502 DRILLED SHAFT CONCRETE BEARING PILES
 SECTION 503 AUGERED PRESSURE- GROUTED BEARING PILES
 SECTION 504 LOAD TESTING OF BEARING PILES
 SECTION 505— PILE INTEGRITY TESTING
 SECTION 506 MECHANICALLY STABILIZED EARTH RETAINING STRUCTURES
 SECTION 510 PORTLAND CEMENT CONCRETE
 SECTION 511 CONCRETE STRUCTURES
 SECTION 516 FLOWABLE FILL
 SECTION 517 PRECAST CONCRETE STRUCTURES
 SECTION 518 PRESTRESSED CONCRETE MEMBERS
 SECTION 519— SHOTCRETE
 SECTION 520 NON- SHRINK GROUT FOR POST- TENSIONED BRIDGE MEMBERS
 SECTION 521 NON- SHRINK MORTAR
 SECTION 522 CONCRETE CHEMICAL ANCHORS
 SECTION 523 CEMENTITIOUS- GROUTED DOWELS AND ANCHORS
 SECTION 529 PIER AND ABUTMENT BEARING MODIFICATION
 SECTION 530 REPAIR AND OVERLAY OF BRIDGE DECKS WITH LATEX- MODIFIED CONCRETE
 SECTION 531 LAYERED BRIDGE DECK SEALING
 SECTION 532 PENETRATING WATER REPELLENT TREATMENT
 SECTION 533 REPAIR OF CONCRETE STRUCTURES
 SECTION 534 EPOXY INJECTION
 SECTION 535 CRACK SEALING USING HIGH MOLECULAR WEIGHT METHACRYLATE
 SECTION 540 STEEL REINFORCEMENT
 SECTION 541 STEEL STRUCTURES
 SECTION 542A HIGH- STRENGTH BOLTS (METRIC)
 SECTION 542B HIGH- STRENGTH BOLTS (ENGLISH)
 SECTION 543 METAL RAILING
 SECTION 544 PROTECTIVE COATING OF NEW STRUCTURAL STEEL
 SECTION 545 PROTECTIVE COATING OF MISCELLANEOUS STRUCTURAL STEEL
 SECTION 546 RECOATING STRUCTURES
 SECTION 547 SAFETY AND ENVIRONMENTAL REQUIREMENTS FOR PAINTING OPERATIONS
 SECTION 550 TREATED TIMBER
 SECTION 551 GLUED LAMINATED TIMBER
 SECTION 560 ELASTOMERIC BEARING PADS
 SECTION 561 ELASTOMERIC COMPRESSION JOINT SEALS
 SECTION 562 BRIDGE JOINT STRIP SEALS, SYSTEM 1
 SECTION 563 POLYMER BRIDGE JOINT SEALS, SYSTEM 2
 SECTION 570 PIPE CULVERTS
 SECTION 571 STRUCTURAL PLATE STRUCTURES
 SECTION 572 CAST- IN- PLACE CONCRETE PIPE
 SECTION 601— REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 SECTION 602— SLOPE AND EROSION PROTECTION STRUCTURES
 SECTION 603— TEMPORARY EROSION AND SEDIMENT CONTROL
 SECTION 604— SOIL AND DRAINAGE GEOTEXTILES
 SECTION 605— DRAINS
 SECTION 606— METAL AND CONCRETE WALL BARRIER
 SECTION 607— FENCE
 SECTION 608— SIDEWALKS, DRIVE PADS, AND CONCRETE MEDIAN PAVEMENT
 SECTION 609— CURB AND GUTTER
 SECTION 610— CATTLE GUARDS
 SECTION 613— CLEANING OF CULVERTS AND DRAINAGE STRUCTURES
 SECTION 614— PIPE CASING
 SECTION 618— TRAFFIC CONTROL MANAGEMENT
 SECTION 619— HEADGATES AND FLAPGATES FOR IRRIGATION DITCHES
 SECTION 620— SELECTIVE/ NON- SELECTIVE HERBICIDE APPLICATION
 SECTION 621— MOBILIZATION
 SECTION 622— FIELD LABORATORIES AND FIELD OFFICES
 SECTION 623— DROP INLETS
 SECTION 624— WIRE MESH FOR SLOPE STABILIZATION
 SECTION 626— SCALING OF ROCK SLOPES
 SECTION 630— GLARE SHIELDS
 SECTION 631— RUMBLE STRIPS
 SECTION 632— SEEDING
 SECTION 660— EXCAVATION, TRENCHING, AND BACKFILLING FOR UTILITIES
 SECTION 662— MANHOLES
 SECTION 663— UTILITY ITEMS
 SECTION 664— LANDSCAPE PLANTING
 SECTION 667— REST AREA AND MISCELLANEOUS LANDSCAPING ITEMS
 SECTION 701— TRAFFIC SIGNS AND SIGN STRUCTURES
 SECTION 702— TRAFFIC CONTROL DEVICES FOR CONSTRUCTION
 SECTION 703— TRAFFIC MARKERS
 SECTION 704— PAVEMENT MARKINGS
 SECTION 705— GENERAL REQUIREMENTS FOR TRAFFIC SIGNAL AND HIGHWAY LIGHTING SYSTEMS
 SECTION 706— SIGNAL AND LIGHTING SERVICE SYSTEMS
 SECTION 707— SIGNAL AND LIGHTING STANDARDS
 SECTION 708— FOUNDATIONS FOR SIGNAL AND LIGHTING INSTALLATIONS
 SECTION 709— RIGID ELECTRICAL CONDUIT
 SECTION 710— PULL BOXES AND SPLICE CABINETS
 SECTION 711— WIRING
 SECTION 712— SIGNAL ASSEMBLIES
 SECTION 713— DETECTORS
 SECTION 714— TRAFFIC SIGNAL CONTROLLERS
 SECTION 715— BEACONS AND TEMPORARY SIGNAL EQUIPMENT
 SECTION 716— LUMINAIRES
 SECTION 720— VEHICULAR IMPACT ATTENUATOR UNITS
 SECTION 721— PAVEMENT MARKING REMOVAL
 Section 801 - Construction Staking by the Contractor
 SECTION 910— AGGREGATE INDEX
 SECTION 920— EVALUATION OF PROPERTIES FOR HOT- MIX ASPHALT PAVEMENT
 Section 680 - Traffic Signals
 DESIGN-BUILD PRACTICE REPORT
 Section 402 - Hot Mix Asphalt (HMA) Pavements
 Section 401 - Plant Production
 Section 101 - Abbreviations and Definitions of Terms
 Section 102 - Bidding Requirements and Conditions
 Section 103 Contract Award and Execution
 Section 104 - Scope of Work
 Section 105 - Control of Work
 Section 106 - Control of Material
 Section 107 - Legal Relations and Responsibility to Public
 Section 108 - Prosecution and Progress
 Section 109 - Measurement and Payment
 MISCELLANEOUS REQUIREMENTS
 INTERIM PAYMENT
 PRICE ADJUSTMENTS
 MOBILIZATION
 Section 201 - Clearing and Grubbing
Section 202 - Removal of Structures and Obstructions
Section 203 - Excavation and Embankment
 Section 204 - Controlled Low Strength Material (CLSM)
 Section 206 - Trench, Culvert and Structure Excavation
Section 207 -Geotextiles and Prefabricated Composite Drains for Structures
 Section 209 - Temporary Soil Erosion and Sediment Control
Section 210 - Removal and Disposal of Asbestos Containing Material (Buildings, Bridges and Highways)
Section 302 - Bituminous Stabilized Course
Section 303 - Optional Flexible Shoulder
 Section 304 - Subbase Course
 Section 307 - Hydrated Lime Stabilized SubgradeSection
308 - Soil Cement Course
 PLANT MIX PAVEMENTS - GENERAL 401-1 DESCRIPTION. These general specifications apply to all plant mixed bituminous concrete irrespective of aggregate gradation, kind and amount of bituminous material or use. Modifications of these general requirements will be indicated in the specific requirements for each item.
 HOT MIX ASPHALT CONCRETE PAVEMENT 403-1 DESCRIPTION. This work shall consist of constructing a pavement course of hot, plant-mixed asphalt concrete on a prepared base in accordance with these specifications and in reasonable close conformity with the required lines, grades, thickness and typical sections shown on the plans or established by the Engineer.
 SECTION 405 - COLD MIX BITUMINOUS PAVEMENT (OPEN GRADED)
 SECTION 407 - TACK COAT
 SECTION 410 - BITUMINOUS SURFACE TREATMENT - SINGLE COURSE
 SECTION 411 - STABILIZED GRAVEL SURFACE COURSE
 SECTION 490 - COLD MILLING
 Section 401 - Plant Production
Section 402 - Hot Mix Asphalt (HMA) Pavements
Section 403 - Hot Mix Asphalt (HMA) Pavements for Municipalities
 Section 405 - Cold Mix Bituminous Pavement (Open Graded)
Section 407 - Tack Coat
Section 410 - Bituminous Surface Treatment - Single Course
 Section 411 - Stabilized Gravel Surface Course
Section 490 - Cold Milling
Section 501 - Portland Cement Concrete - General
Section 502 - Portland Cement Concrete Pavement
Section 503 - Portland Cement Concrete Foundation for Pavement
 SECTION 501 - PORTLAND CEMENT CONCRETE - GENERAL 501-1DESCRIPTION. These general specifications shall apply to portland cement concrete for pavement, 5 structures (except prestressed units) and incidental construction. Any modifications of these general requirements will be given in the specific requirements for each item unless otherwise indicated in the contract documents. The work shall consist of furnishing portland cement concrete in accordance with these specifications.
 SECTION 502 - PORTLAND CEMENT CONCRETE PAVEMENT 502-1 DESCRIPTION. This work shall consist of constructing a pavement composed of portland cement 45 concrete, with or without reinforcement as specified, on a prepared subbase course in accordance with these specifications and in reasonably close conformity with the lines, grades, thicknesses, and typical cross sections shown on the plans or established by the Engineer. The Contractor will have the option of placing pavement in widths of either one or two lanes at a time unless otherwise shown on the plans or indicated in the proposal. Irregular pavement areas shall be placed separately unless otherwise permitted by the Engineer.
 SECTION 503 - PORTLAND CEMENT CONCRETE FOUNDATION FOR PAVEMENT 503-1 DESCRIPTION. This work shall consist of constructing an unreinforced portland cement concrete foundation for pavement, on a prepared subbase in accordance with these specifications, in substantial conformance with the established grades and typical cross-sections shown on the plans or established by the Engineer.
 Section 551 - Piles and Pile Driving Equipment
Section 552 - Support and Protection Systems
Section 553 - Cofferdams and Waterway Diversion Structures
 Section 554 - Mechanically Stabilized Earth System
Section 555 - Structural Concrete
Section 556 - Reinforcing Steel for Concrete Structures
Section 557 - Superstructure Slabs and Structural Approach Slabs
Section 558 - Transverse Sawcut Grooving of Structural Slab Surface
Section 560 - Masonry
Section 563 - Prestressed Concrete Units (Structural)
Section 564 - Structural Steel
Section 565 - Bridge Bearings
Section 566 - Modular Expansion Joint Systems
Section 567 - Armored Bridge Joint Systems
Section 568 - Bridge and Culvert Railing
Section 569 - Permanent Concrete Traffic Barrier for Structures
Section 570 - Environmental Ground and Water Protection
Section 571 - Treatment and Disposal of Paint Removal Waste
Section 572 - Structural Steel Paint System: Shop Applied
Section 576 - Bridge Drainage System)
Section 578 - Bonded Concrete Overlay for Structural Slabs
Section 579 - Structural Slab Reconstruction Preparation
Section 580 - Structural Concrete Removal
Section 581 - Removal of Bridge Overlays
Section 582 - Removal and Replacement of Structural Concrete
Section 583 - Shotc 5-156
Section 584 - Specialized Overlays for Structural Slabs
Section 585 - Structural Lifting Operations
Section 586 - Miscellaneous Structural Reconstruction
Section 587 - Bridge Railing Reconstruction
Section 589 - Removal of Existing Steel
Section 590 - Adjustment of Bridge Appurtenances
Section 594 - Timber and Lumber
PROTECTIVE COATINGS FOR CONCRETE 595-1 DESCRIPTION. The work shall consist of preparing the concrete surface and furnishing and applying a protective coating at the locations indicated by the contract documents, or where ordered by the Engineer.
 Section 596 - Open Steel Floor
Section 597 - Timber Bridge Railing and Transitions
Section 602 - Rehabilitation of Culvert and Storm Drain Pipe
Section 603 - Culverts and Storm Drains
Section 604 - Drainage Structures
 Section 605 - Underdrains
Section 606 - Guide Railing
Section 607 - Fences
Section 608 - Sidewalks, Driveways and Bicycle Paths
Section 609 - Curb and Curb & Gutter
Section 610 - Turf and Wildflower Establishment
 Section 611 - Planting
Section 612 - Sodding and Placing Erosion Control Materials
Section 613 - Topsoil
Section 614 - Care, Thinning and Removal of Trees
Section 615 - Landscape Miscellaneous
Section 618 - Bituminous Material
Section 619 - Maintenance and Protection of Traffic
Section 620 - Bank and Channel Protection
Section 623 - Screened Gravel, Crushed Gravel, Crushed Stone, Crushed Slag
Section 624 - Paved Gutters
Section 625 - Survey Operations, Row Markers, & Permanent Survey Markers
Section 630 - Barricades
 Section 632 - Cribbing
Section 633 - Conditioning Existing Pavement
Section 635 - Cleaning and Preparation of Pavement Surfaces for Pavement Markings
 Section 637 - Engineer's Office and Laboratory Building
Section 638 - White Synthetic Resin Binder Concrete
Section 640 - Reflectorized Pavement Marking Paints
Section 644 - Sign Structures
Section 645 - Signs
Section 646 - Delineators, Reference Markers and Snowplowing Markers
Section 647 - Removing, Storing and Relocating Signs
Section 648 - Subsurface Explorations
Section 650 - Jacking Reinforced Concrete Pipe
Section 651 - Communication Facilities
Section 652 - Furnishing and Applying Salts
Section 654 - Impact Attenuators
Section 655 - Frames, Grates and Covers
Section 656 - Miscellaneous Metals
Section 659 - Telecommunication Utilities
Section 660 - Utilities
Section 661 - Electric Utilities
 Section 662 - Gas, Oil & Steam Utilities
Section 663 - Water Supply Utilities
Section 664 - Sanitary Sewer Utilities
Section 665 - Waterways
Section 667 - Local Road Gravel Surface, Base and Subbase Courses
 Section 670 - Highway Lighting System
 Section 680 - Traffic Signals
Section 685 - Epoxy Reflectorized Pavement Markings
Section 687 - Thermoplastic Reflectorized Pavement Markings
Section 688 - Preformed Reflectorized Pavement Markings
 Section 691- EEO Training Requirements
Section 697 - Interim Payment
Section 698 - Price Adjustments
Section 699 - Mobilization
 POLYMER COATED STEEL PIPES 602-1 DESCRIPTION. This work shall consist of the construction or reconstruction of culverts and storm drains with polymer coated steel pipe in accordance with these specifications, the contract plans, and the appropriate Standard Sheets.
 SECTION 603 - CULVERTS AND STORM DRAINS
 SECTION 604 - DRAINAGE STRUCTURES
 SECTION 605 - UNDERDRAINS
 GUIDE RAILING 606-1 DESCRIPTION. This work shall consist of the construction, reconstruction, removal, disposal, storage, and resetting of highway barrier systems and component parts in accordance with the specifications, standard sheets, and contract documents to the lines and grades shown on the plans or established by the Engineer.
 FENCES 607-1 DESCRIPTION. This work shall consist of furnishing and erecting fencing and metal fence gates of the type and size, and at the locations shown on the plans or as directed by the Engineer. Construction of fencing and gates shall be done in accordance with the specifications, the standard sheets, and the plans, and in reasonable close conformity with the lines and grades shown on the plans or established by the Engineer.
 SIDEWALKS, DRIVEWAYS, BICYCLE PATHS, BRICK PAVING, GROUTED STONE BLOCK PAVING, AND PRECAST CONCRETE PAVING 608-1 DESCRIPTION. This work shall consist of the construction of either a Portland Cement concrete sidewalk, an asphalt concrete sidewalk, an asphalt concrete driveway, bicycle paths, or furnishing and placing precast concrete paving, brick paving or grouted stone block paving. All work shall be in accordance with these specifications and in reasonably close conformity with the lines and grades shown on the plans or established by the Engineer.
 CURBING, CURB & GUTTER, AND CONCRETE MALL 609-1 DESCRIPTION. This work shall consist of the construction and placement of curb, curb and gutter, or concrete mall, of the type specified in the contract documents, and the resetting of existing curb in accordance with these specifications and to the lines and grades shown in the contract documents or established by the Engineer.
 SECTION 610 - TURF AND WILDFLOWER ESTABLISHMENT
 SECTION 611 - PLANTING
 SECTION 612 - SODDING AND PLACING EROSION CONTROL MATERIALS
 SECTION 613 – TOPSOIL
 SECTION 614 - CARE, THINNING AND REMOVAL OF TREES
 SECTION 615 - LANDSCAPE MISCELLANEOUS
 SECTION 618 - BITUMINOUS MATERIAL
 SECTION 619 - MAINTENANCE AND PROTECTION OF TRAFFIC
 SECTION 620 - BANK AND CHANNEL PROTECTION
 SECTION 623 - SCREENED GRAVEL, CRUSHED GRAVEL, CRUSHED STONE, CRUSHED SLAG
 PAVED GUTTERS 624-1 DESCRIPTION. This work shall consist of the construction of asphalt concrete, precast, conventionally formed or machine formed Portland Cement concrete, or cobblestone gutters in accordance with these specifications and in reasonably close conformity with the lines and grades shown on the plans or established by the Engineer.
 RIGHT OF WAY MARKERS 625-1 DESCRIPTION. Under this work, the Contractor shall locate, furnish and place right-of-way markers at the locations indicated on the plans or where shown on right-of-way maps or where directed by the Engineer, in accordance with the details shown on the appropriate Standard Sheet, these specifications, and the directions of the Engineer.
 SURVEY MARKERS 626-1 DESCRIPTION. Under this work the Contractor shall furnish and place permanent survey markers at locations indicated on the plans or as directed by the Engineer, and in accordance with the details shown on the appropriate standard sheet.
 BARRICADES 630-1 DESCRIPTION. This work shall consist of furnishing and erecting in accordance with the appropriate standard sheet, permanent type barricades for highway or highway-railroad installations at the locations indicated on the plans or as directed by the Engineer.
 SECTION 632 - CRIBBING
 SECTION 633 - CONDITIONING EXISTING PAVEMENT
 MISCELLANEOUS 634-1 DESCRIPTION 634-1.01 General. This subsection includes all miscellaneous work not covered under other subsections of the specifications.
 SECTION 635 - CLEANING AND PREPARATION OF PAVEMENT SURFACES FOR PAVEMENT MARKINGS
 ENGINEER'S OFFICE AND LABORATORY BUILDING 637-1 DESCRIPTION. This work shall consist of providing, furnishing and maintaining Office and a Field Laboratory Building for the exclusive use of and occupancy by Consultant field engineers. It shall be the responsibility of the Contractor to install Engineer's Office in compliance with all applicable building, safety, and health regulations
 SECTION 638 - WHITE SYNTHETIC RESIN BINDER CONCRETE
 SECTION 640 - REFLECTORIZED PAVEMENT MARKING PAINTS
 SECTION 644 - SIGN STRUCTURES
 SECTION 645 - SIGNS
 SECTION 646 - DELINEATORS, REFERENCE MARKERS AND SNOWPLOWING MARKERS
 SECTION 647 - REMOVING, STORING AND RELOCATING SIGNS
 SUBSURFACE EXPLORATIONS 648-1 DESCRIPTION. This work shall consist of furnishing equipment, drilling for soil and rock samples, and preparing a driller's log in accordance with these specifications and the direction of the Engineer.
 JACKING REINFORCED CONCRETE PIPE 650-1 DESCRIPTION. Under this work the Contractor shall install by jacking, an extra strength, reinforced concrete, tongue and groove, culvert pipe of the size and at the location shown on the plans or as specified by the Engineer.
 SECTION 651 - COMMUNICATION FACILITIES
 SECTION 652 - FURNISHING AND APPLYING SALTS
 SECTION 654 IMPACT ATTENUATORS
 SECTION 655 - FRAMES, GRATES AND COVERS
 SECTION 656 - MISCELLANEOUS METALS
 SECTION 659 - TELECOMMUNICATION UTILITIES
 SECTION 660 - UTILITIES
 SECTION 661 - ELECTRIC UTILITIES
 SECTION 662 - GAS, OIL & STEAM UTILITIES
 SECTION 663 - WATER SUPPLY UTILITIES
 SECTION 664 - SANITARY SEWER UTILITIES
 SECTION 665 - WATERWAYS
 SECTION 667 - LOCAL ROAD GRAVEL SURFACE, BASE, AND SUBBASE COURSES
 HIGHWAY LIGHTING SYSTEM 670-1 DESCRIPTION. This work shall consist of furnishing and installing an operating highway lighting system in accordance with the plans, standard sheets, and specifications or as directed by the Engineer.
 SECTION 680 - TRAFFIC SIGNALS
 SECTION 685 - EPOXY REFLECTORIZED PAVEMENT MARKINGS
 SECTION 687 - THERMOPLASTIC REFLECTORIZED PAVEMENT MARKINGS
 SECTION 688 - PREFORMED REFLECTORIZED PAVEMENT MARKINGS
 SECTION 691- EEO TRAINING REQUIREMENTS
 SECTION 697 - INTERIM PAYMENT
 SECTION 698 - PRICE ADJUSTMENTS
 SECTION 699 - MOBILIZATION
 Section 701 - Hydraulic Cements
 Section 702 - Bituminous Materials
Section 703 - Aggregates
 Section 704 - Masonry Units
 Section 705 - Joint Materials
 Section 706 - Concrete, Clay and Plastic Pipe
 Section 707 - Metal Pipe
 Section 708 - Paints
Section 709 - Reinforcing Steel
 Section 710 - Fence and Guide Rail
 Section 711 - Concrete Curing Materials and Admixtures
 Section 712 - Miscellaneous
 Section 713 - Landscape Development Materials
 Section 714 - Curbing and Gutter
 Section 715 - Castings, Forgings and Metals
 Section 716 Bearings and Expansion Plates
 Section 717 - Concrete Protective Coatings
 Section 718 - Prestressed Concrete Units
 Section 719 Metal Coatings
Section 720 - Piles
 Section 721 - Concrete Adhesives and Repair Materials
 Section 722 - Water Supply
Section 723 - Lighting
 Section 724 - Traffic Signals
 Section 725 - Miscellaneous Metals and Plastics
 Section 727 - Pavement Marking Materials
 Section 728 - Compressive Load Transmitting Devices
 Section 730 - Signs and Delineators
 Section 732 - Drilling
 Section 735 - Concrete Cylinder Curing Box
 Section 736 - Permanent Corrugated Metal Forms for Bridge Slabs
 Section 740 - Painting Procedures
 Section 741 - Paint Removal and Containment
 PORTLAND CEMENT SCOPE. This Specification covers five types of portland cement as follows:
 SECTION 702 - BITUMINOUS MATERIALS
 FINE AGGREGATE SCOPE. The specification covers the material details, quality requirements and methods for sampling and testing fine aggregate generally used in portland cement concrete and bituminous concrete.
 SECTION 704 - MASONRY UNITS
 SECTION 706 - CONCRETE, CLAY AND PLASTIC PIPE
 SECTION 707 - METAL PIPE
 SECTION 708 - PAINTS
 SECTION 709 - REINFORCING STEEL
 SECTION 710 - FENCE AND GUIDE RAIL
 SECTION 711 - CONCRETE CURING MATERIALS AND ADMIXTURES
 SECTION 712 - MISCELLANEOUS
 SECTION 713 - LANDSCAPE DEVELOPMENT MATERIALS
 SECTION 714 - CURBING AND GUTTER
 SECTION 715 - CASTINGS, FORGINGS AND METALS
 SECTION 716 BEARINGS AND EXPANSION PLATES
 SECTION 717 - CONCRETE PROTECTIVE COATINGS
 SECTION 718 - PRESTRESSED CONCRETE UNITS
 SECTION 719 METAL COATINGS
 SECTION 720 - PILES
 SECTION 721 - CONCRETE ADHESIVES AND REPAIR MATERIALS
 SECTION 722 - WATER SUPPLY
 SECTION 723 - LIGHTING
 SECTION 724 - TRAFFIC SIGNALS
 SECTION 725 - MISCELLANEOUS METALS AND PLASTICS
 SECTION 727 - PAVEMENT MARKING MATERIALS
 SECTION 728 — COMPRESSIVE LOAD TRANSMITTING DEVICES
 SECTION 730 - SIGNS AND DELINEATORS
 SECTION 732 - DRILLING
 SECTION 735 - CONCRETE CYLINDER CURING BOX
 SECTION 736 - PERMANENT CORRUGATED METAL FORMS FOR BRIDGE SLABS
 SECTION 740 - PAINTING PROCEDURES
 SECTION 741 - PAINT REMOVAL AND CONTAINMENT
 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DESIGN-BUILD POLICY & PROCEDURES
 SECTION 1006 AGGREGATE QUALITY CONTROL/QUALITY ASSURANCE
 SECTION 520 AGGREGATE BASE COURSE
 SECTION 609 QUALITY MANAGEMENT SYSTEM FOR ASPHALT PAVEMENTS
 SECTION 610 ASPHALT CONCRETE PLANT MIX PAVEMENTS
 SECTION 101 DEFINITIONS OF TERMS
 SECTION 102 BIDDING REQUIREMENTS AND CONDITIONS
 SECTION 103 AWARD AND EXECUTION OF CONTRACT
 SECTION 105 CONTROL OF WORK
 SECTION 106 CONTROL OF MATERIAL
 SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 SECTION 108 PROSECUTION AND PROGRESS
 SECTION 109 MEASUREMENT AND PAYMENT
 SECTION 150 MAINTENANCE OF TRAFFIC
 Major Changes and Revisions to 2002 Standard Specifications
 SECTION 200 CLEARING AND GRUBBING
 SECTION 205 SEALING ABANDONED WELLS
 SECTION 210 DEMOLITION OF BUILDINGS AND APPURTENANCES
 SECTION 215 REMOVAL OF EXISTING BUILDINGS
 SECTION 225 ROADWAY EXCAVATION
 SECTION 226 COMPREHENSIVE GRADING
 SECTION 228 PRE-SPLITTING OF ROCK
 SECTION 230 BORROW EXCAVATION.
 SECTION 235 EMBANKMENTS
 SECTION 240 DITCH EXCAVATION
 SECTION 250 REMOVAL OF EXISTING PAVEMENT
 SECTION 260 PROOF ROLLING
 SECTION 265 SELECT GRANULAR MATERIAL
 SECTION 270 FABRIC FOR SOIL STABILIZATION
 SECTION 400 TEMPORARY STRUCTURES
 SECTION 402 REMOVAL OF EXISTING STRUCTURES
 SECTION 410 FOUNDATION EXCAVATION
 SECTION 412 UNCLASSIFIED STRUCTURE EXCAVATION
 SECTION 414 BOX CULVERT EXCAVATION
 SECTION 416 CHANNEL EXCAVATION
 SECTION 420 CONCRETE STRUCTURES
 SECTION 422 BRIDGE APPROACH SLABS
 SECTION 425 FABRICATING AND PLACING REINFORCEMENT
 SECTION 430 ERECTING PRESTRESSED CONCRETE MEMBERS
 SECTION 440 STEEL STRUCTURES
 SECTION 442 PAINTING STEEL STRUCTURES
 SECTION 445 TIMBER STRUCTURES
 SECTION 450 BEARING PILES
 SECTION 452 SHEET PILES
 SECTION 454 WATERPROOFING AND DAMPPROOFING
 SECTION 460 BRIDGE RAILING
 SECTION 462 SLOPE PROTECTION
 SECTION 500 FINE GRADING SUBGRADE, SHOULDERS AND DITCHES
 SECTION 501 LIME-TREATED SOIL
 SECTION 510 AGGREGATE STABILIZATION
 SECTION 520 AGGREGATE BASE COURSE
 SECTION 530 SOIL TYPE BASE COURSE
 SECTION 535 CONDITIONING EXISTING BASE
 SECTION 540 CEMENT TREATED BASE COURSE
 SECTION 542 SOIL-CEMENT BASE
 SECTION 543 ASPHALT CURING SEAL
 SECTION 545 INCIDENTAL STONE BASE
 SECTION 560 SHOULDER CONSTRUCTION
 SECTION 600 PRIME COAT
 SECTION 605 ASPHALT TACK COAT
 SECTION 607 MILLING ASPHALT PAVEMENT
 SECTION 609 QUALITY MANAGEMENT SYSTEM FOR ASPHALT PAVEMENTS
 SECTION 610 ASPHALT CONCRETE PLANT MIX PAVEMENTS
 SECTION 620 ASPHALT BINDER FOR PLANT MIX
 SECTION 650 OPEN-GRADED ASPHALT FRICTION COURSE, TYPES FC-1, FC-1 MODIFIED, AND FC-2 MODIFIED.
 SECTION 654 ASPHALT PLANT MIX, PAVEMENT REPAIR
 SECTION 660 ASPHALT SURFACE TREATMENT
 SECTION 665 MILLED RUMBLE STRIPS
 SECTION 700 GENERAL REQUIREMENTS FOR PORTLAND CEMENT CONCRETE PAVING
 SECTION 710 CONCRETE PAVEMENT
 SECTION 720 CONCRETE SHOULDERS
 SECTION 725 FIELD LABORATORY FOR PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 800 - MOBILIZATION
 SECTION 801 CONSTRUCTION STAKES, LINES AND GRADE
 SECTION 802 DISPOSAL OF WASTE AND DEBRIS
 SECTION 806 RIGHT OF WAY MARKERS
 SECTION 808 OBLITERATION OF EXISTING ROAD
 SECTION 815 SUBSURFACE DRAINAGE
 SECTION 816 SHOULDER DRAINS
 SECTION 818 BLOTTING SAND
 SECTION 820 FUNNELS AND FUNNEL DRAINS
 SECTION 825 INCIDENTAL CONCRETE CONSTRUCTION -GENERAL
 SECTION 828 TEMPORARY STEEL COVER FOR MASONRY DRAINAGE STRUCTURES:
 SECTION 830 BRICK MASONRY CONSTRUCTION -GENERAL
 SECTION 832 REINFORCED BRICK MASONRY CONSTRUCTION - GENERAL
 SECTION 834 REINFORCED BLOCK MASONRY CONSTRUCTION - GENERAL
 SECTION 838 ENDWALLS
 SECTION 840 MINOR DRAINAGE STRUCTURES
 SECTION 842 GRAVITY RETAINING WALLS
 SECTION 844 STEPS
 SECTION 846 CONCRETE CURB, CURB AND GUTTER, CONCRETE GUTTER, SHOULDER BERM GUTTER, CONCRETE EXPRESSWAY GUTTER, CONCRETE VALLEY GUTTER AND CONCRETE FLUMES
 SECTION 848 CONCRETE SIDEWALKS, DRIVEWAYS AND WHEELCHAIR RAMPS
 SECTION 850 CONCRETE PAVED DITCH
 SECTION 852 TRAFFIC ISLANDS AND MEDIANS
 SECTION 853 CONCRETE GLARE SCREEN
 SECTION 854 CONCRETE BARRIER
 SECTION 855 PRECAST CONCRETE NOISE BARRIER
 SECTION 857 PRECAST REINFORCED CONCRETE BARRIER -SINGLE FACED
 SECTION 858 ADJUSTMENT OF CATCH BASINS, MANHOLES, DROP INLETS, METER BOXES, AND VALVE BOXES
 SECTION 859 CONVERTING EXISTING CATCH BASINS AND DROP INLETS
 SECTION 860 TEMPORARY CONCRETE COVER FOR CATCH BASINS
 SECTION 862 GUARDRAIL
 SECTION 864 REMOVE AND RESET EXISTING GUARDRAIL
 SECTION 865 CABLE GUIDERAIL
 SECTION 866 FENCE
 SECTION 867 FENCE RESET
 SECTION 869 RELAPPING GUARDRAIL
 SECTION 876 RIP RAP
 SECTION 900 GENERAL REQUIREMENTS FOR SIGNING
 SECTION 901 SIGN FABRICATION
 SECTION 902 FOOTINGS FOR SIGNS
 SECTION 903 SIGN SUPPORTS
 SECTION 904 SIGN ERECTION
 SECTION 905 SIGN LIGHTING SYSTEMS
SECTION 906 RELOCATING SIGNING COMPONENTS
 SECTION 907 DISPOSAL AND STOCKPILING OF SIGNING COMPONENTS
 SECTION 908 TEMPORARY SIGNS AND SUPPORTS
SECTION 1000 PORTLAND CEMENT CONCRETE PRODUCTION AND DELIVERY
 SECTION 1005 GENERAL REQUIREMENTS FOR AGGREGATE
 SECTION 1006 AGGREGATE QUALITY CONTROL/QUALITY ASSURANCE
 SECTION 1008 AGGREGATE BASE COURSE FOR STABILIZATION
 SECTION 1010 AGGREGATE FOR NON-ASPHALT FLEXIBLE TYPE BASES
 SECTION 1012 AGGREGATE FOR ASPHALT PAVEMENTS AND SURFACE TREATMENTS
 SECTION 1014 AGGREGATE FOR PORTLAND CEMENT CONCRETE
 SECTION 1016 SELECT MATERIAL
 SECTION 1018 BORROW MATERIAL
 SECTION 1020 ASPHALT MATERIALS
 SECTION 1026 CURING AGENTS FOR CONCRETE
 SECTION 1028 JOINT MATERIALS
 SECTION 1032 CULVERT PIPE
 SECTION 1034 SANITARY SEWER PIPE AND FITTINGS
 SECTION 1036 WATER PIPE AND FITTINGS
 SECTION 1040 MASONRY
 SECTION 1042 RIP RAP MATERIALS
 SECTION 1044 SUBSURFACE DRAINAGE MATERIALS
 SECTION 1046 GUARDRAIL MATERIALS
 SECTION 1050 FENCE MATERIALS
 SECTION 1024 MATERIALS FOR PORTLAND CEMENT CONCRETE
 SECTION 1052 SALT AND LIME STABILIZERS
 SECTION 1054 MISCELLANEOUS MATERIALS
 SECTION 1056 ENGINEERING FABRICS
 SECTION 1060 - LANDSCAPE DEVELOPMENT MATERIALS
 SECTION 1070 REINFORCING STEEL
 SECTION 1072 STRUCTURAL STEEL
 SECTION 1074 MISCELLANEOUS METALS AND HARDWARE
 SECTION 1076 GALVANIZING
 SECTION 1077 PRECAST CONCRETE UNITS
 SECTION 1078 PRESTRESSED CONCRETE MEMBERS
 SECTION 1079 BEARINGS AND BEARING MATERIALS
 SECTION 1080 PAINT AND PAINT MATERIALS
 SECTION 1081 EPOXY AND ADHESIVES
 SECTION 1082 - STRUCTURAL TIMBER AND LUMBER
 SECTION 1084 PILES
 SECTION 1086 PAVEMENT MARKERS
 SECTION 1087 PAVEMENT MARKINGS
 SECTION 1088 DELINEATORS
 SECTION 1089 TRAFFIC CONTROL
 SECTION 1090 PORTABLE CONCRETE BARRIER
 SECTION 1092 SIGNING MATERIALS
 SECTION 1093 RETROREFLECTIVE SHEETING
 SECTION 1094 GROUND MOUNTED SIGNS
 SECTION 1096 OVERHEAD SIGN STRUCTURES
 SECTION 1097 SIGN LIGHTING SYSTEMS.
 SECTION 1098 SIGNALS AND TRAFFIC MANAGEMENT SYSTEMS MATERIALS
 SECTION 1101 WORK ZONE TRAFFIC CONTROL GENERAL REQUIREMENTS
 SECTION 1105 WORK ZONE TRAFFIC CONTROL DEVICES
 SECTION 1110 WORK ZONE SIGNS
 SECTION 1115 FLASHING ARROW PANELS, TYPE C
 SECTION 1120 CHANGEABLE MESSAGE SIGNS
 SECTION 1125 WARNING FLAG SETS
 SECTION 1130 - DRUMS
 SECTION 1135 - CONES
 SECTION 1145 - BARRICADES
 SECTION 1150 - FLAGGERS
 SECTION 1155 - WARNING LIGHTS
 SECTION 1160 - TEMPORARY CRASH CUSHIONS
 SECTION 1165 TRUCK MOUNTED IMPACT ATTENUATORS
 SECTION 1170 - PORTABLE CONCRETE BARRIER
 SECTION 1175 - TEMPORARY SHORING FOR THE MAINTENANCE OF TRAFFIC
 SECTION 1205 PAVEMENT MARKING GENERAL REQUIREMENTS
 SECTION 1250 GENERAL REQUIREMENTS FOR PAVEMENT MARKERS
 SECTION 1251 TEMPORARY RAISED PAVEMENT MARKERS
 SECTION 1252 PERMANENT RAISED PAVEMENT MARKERS
 SECTION 1253 SNOWPLOWABLE PAVEMENT MARKERS
 SECTION 1264 OBJECT MARKERS
 SECTION 1265 DRUM-TYPE DELINEATORS
 SECTION 1266 TUBULAR MARKERS (FIXED)
 SECTION 1267 FLEXIBLE DELINEATORS
 SECTION 1400 ROADWAY LIGHTING
 SECTION 1401 HIGH MOUNT STANDARD
 SECTION 1402 HIGH MOUNT FOUNDATION
 SECTION 1403 HIGH MOUNT LUMINAIRES
 SECTION 1404 LIGHT STANDARDS
 SECTION 1405 STANDARD FOUNDATION
 SECTION 1406 LIGHT STANDARD LUMINAIRES
 SECTION 1407 ELECTRIC SERVICE POLE AND LATERAL
 SECTION 1408 LIGHT CONTROL SYSTEM
 SECTION 1409 ELECTRICAL DUCT
 SECTION 1410 FEEDER CIRCUITS
 SECTION 1411 ELECTRICAL JUNCTION BOXES
 SECTION 1412 UNDERPASS LIGHTING
 SECTION 1413 PORTABLE CONSTRUCTION LIGHTING
 SECTION 1500 GENERAL UTILITY REQUIREMENTS
 SECTION 1505 EXCAVATION, TRENCHING & BACKFILLING FOR UTILITIES
 SECTION 1510 WATERLINE INSTALLATION
 SECTION 1520 SANITARY SEWER INSTALLATION
 SECTION 1525 SANITARY SEWER MANHOLES
 SECTION 1530 ADJUST, ABANDON OR REMOVE UTILITIES
 SECTION 1540 ENCASEMENTS
 SECTION 1605 TEMPORARY SILT FENCE
 SECTION 1610 STONE FOR EROSION CONTROL
 SECTION 1615 TEMPORARY MULCHING
 SECTION 1620 TEMPORARY SEEDING
 SECTION 1622 TEMPORARY SLOPE DRAINS
 SECTION 1630 CONSTRUCTION AND MAINTENANCE OF SILT DETENTION DEVICES
 SECTION 1631 DITCH LINER AND EROSION CONTROL BLANKETS
 SECTION 1632 ROCK INLET SEDIMENT TRAP
 SECTION 1633 TEMPORARY ROCK SILT CHECKS
 SECTION 1634 TEMPORARY ROCK SEDIMENT DAMS
 SECTION 1635 ROCK PIPE INLET SEDIMENT TRAP
 SECTION 1636 TEMPORARY ROCK SILT SCREEN
 SECTION 1638 STILLING BASIN
 SECTION 1650 WOODED AREA CLEANUP
 SECTION 1651 SELECTIVE VEGETATION REMOVAL
 SECTION 1660 SEEDING AND MULCHING
 SECTION 1661 REPAIR SEEDING
 SECTION 1662 SUPPLEMENTAL SEEDING
 SECTION 1663 SPRIGGING
 SECTION 1664 SODDING
 SECTION 1665 FERTILIZER TOPDRESSING
 SECTION 1670 PLANTING
 SECTION 1675 RESPONSE FOR EROSION CONTROL
 SECTION 1700 GENERAL REQUIREMENTS
 SECTION 1705 SIGNAL HEADS
 SECTION 1706 BACKPLATES
 SECTION 1710 MESSENGER CABLE
 SECTION 1715 UNDERGROUND CONDUIT
 SECTION 1716 JUNCTION BOXES
 SECTION 1720 WOOD POLES
 SECTION 1721 GUY ASSEMBLIES
 SECTION 1722 RISER ASSEMBLIES
 SECTION 1725 INDUCTIVE DETECTION LOOPS
 SECTION 1726 LOOP LEAD-IN CABLE
 SECTION 1727 VIDEO IMAGING LOOP EMULATOR DETECTION SYSTEMS
 SECTION 1730 FIBER-OPTIC CABLE
 SECTION 1731 FIBER-OPTIC SPLICE CENTERS
 SECTION 1732 FIBER-OPTIC TRANSCEIVERS
 SECTION 1733 DELINEATOR MARKERS
 SECTION 1740 METAL STRAIN POLES
 SECTION 1741 SIGNAL SUPPORT MAST ARMS WITH METAL POLES
SECTION 1742 METAL POLE FOUNDATIONS
 SECTION 1743 SIGNAL PEDESTALS
 SECTION 1744 STRUCTURE DESIGN OF SIGNAL SUPPORTS.
SECTION 1745 SIGNS INSTALLED FOR SIGNALS
 SECTION 1750 SIGNAL CABINET FOUNDATIONS
 SECTION 1751 CONTROLLERS WITH CABINETS
SECTION 1752 CLOSED LOOP SYSTEM MASTER CONTROLLERS
 Section 408 - Hot Bituminous Pavement
 SECTION 101 - DEFINITION OF TERMS
 SECTION 102 BIDDING REQUIREMENTS AND CONDITIONS
 SECTION 103 AWARD AND EXECUTION OF CONTRACT
 SECTION 104 CONTRACT ADJUSTMENTS
 SECTION 105 CONTROL OF WORK
 SECTION 106 CONTROL OF MATERIAL
 SECTION 107 LEGAL RELATIONS AND RESPONSIBILITIES
 SECTION 108 PROSECUTION AND PROGRESS
 SECTION 109 MEASUREMENT AND PAYMENT
 SECTION 110 ENVIRONMENTAL PROTECTION
 SECTION 151 GENERAL EQUIPMENT
 SECTION 152 HOT BITUMINOUS EQUIPMENT
 SECTION 153 PORTLAND CEMENT CONCRETE EQUIPMENT
 SECTION 201 CLEARING AND GRUBBING
 SECTION 202 REMOVAL OF STRUCTURES,OBSTRUCTIONS, SURFACING,AND MISCELLANEOUS ITEMS
 SECTION 203 EXCAVATION AND EMBANKMENT
 SECTION 210 STRUCTURAL EXCAVATION, STRUCTURAL FILL,AND FOUNDATION PREPARATION
 SECTION 216 WATER
 SECTION 230 RESHAPING ROADWAY AND SUBGRADE PREPARATION
 SECTION 234 STABILIZED SUBGRADE
 SECTION 302 AGGREGATE BASE OR SURFACE COURSE
 SECTION 304 PERMEABLE STABILIZED BASE COURSE
 SECTION 306 BLENDED BASE COURSE
 SECTION 401 PRIME,TACK,OR FOG COAT
 SECTION 402 COLD BITUMINOUS PAVEMENT
 SECTION 403 STOCKPILED HOT BITUMINOUS MIX
 SECTION 405 REMOVE AND SALVAGE BITUMINOUS PAVEMENT
 SECTION 407 HOT RECYCLED BITUMINOUS PAVEMENT
 SECTION 408 HOT BITUMINOUS PAVEMENT
 SECTION 409 HOT BITUMINOUS PAVEMENT QUALITY CONTROL/QUALITY ASSURANCE
 SECTION 410 HOT BITUMINOUS PAVEMENT SUPERPAVE VOLUMETRIC MIX DESIGN
 SECTION 411 MILLING PAVEMENT SURFACE
 SECTION 550 PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 560 RECYCLED PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 570 PORTLAND CEMENT CONCRETE PAVEMENT REPAIR
 SECTION 602 CONCRETE STRUCTURES
 SECTION 604 PRESTRESSED CONCRETE BEAMS
 SECTION 606 PRECAST REINFORCED CONCRETE BOX CULVERTS
 SECTION 612 REINFORCING STEEL
 SECTION 616 STRUCTURAL STEEL
 SECTION 618 TIMBER STRUCTURES
 SECTION 622 PILING
 SECTION 624 RAILINGS
 SECTION 626 COFFERDAMS
 SECTION 630 PAINTING
 SECTION 638 STRUCTURAL PLATE CULVERTS
 SECTION 650 REPAIR AND OVERLAY OF PORTLAND CEMENT CONCRETE BRIDGE DECKS WITH LOW-SLUMP CONCRETE OR LATEX-MODIFIED CONCRETE
 SECTION 702 MOBILIZATION
 SECTION 706 FIELD LABORATORY
 SECTION 708 EROSION CONTROL
 SECTION 709 GEOTEXTILE FABRICS
 SECTION 714 CULVERTS,STORM DRAINS,EDGE DRAINS, AND UNDERDRAINS
 SECTION 720 MONUMENTS AND RIGHT OF WAY MARKERS
 SECTION 722 MANHOLES,CATCH BASINS,AND INLETS
 SECTION 724 WATER MAINS,WATER LINES,AND SEWER LINES
 SECTION 740 DAMPPROOFING AND FABRIC WATERPROOFING
 SECTION 744 INSULATION BOARD (POLYSTYRENE)
 SECTION 748 CURB AND GUTTER
 SECTION 750 SIDEWALKS AND DRIVEWAYS
 SECTION 752 FENCING – INSTALLATION AND RESETTING
 SECTION 754 HIGHWAY SIGNS
 SECTION 762 PAVEMENT MARKING
 SECTION 764 GUARDRAIL
 SECTION 766 MAILBOX ASSEMBLIES
 SECTION 770 HIGHWAY LIGHTING
 SECTION 772 HIGHWAY TRAFFIC SIGNALS
 SECTION 801 GENERAL STATEMENT
 SECTION 802 PORTLAND CEMENT CONCRETE
 SECTION 804 CEMENT AND LIME
 SECTION 806 GROUTS AND MORTAR
 SECTION 808 CONCRETE ADMIXTURES
 SECTION 810 CONCRETE CURING MATERIALS
 SECTION 812 WATER
 SECTION 816 AGGREGATES
 SECTION 820 FLY ASH
 SECTION 822 PENETRATING WATER REPELLANT
 SECTION 824 DAMPPROOFING AND WATERPROOFING
 SECTION 826 JOINT MATERIALS
 SECTION 830 PIPE
 SECTION 834 STRUCTURAL STEEL AND RELATED MATERIALS
 SECTION 836 REINFORCING STEEL
 SECTION 840 PILING
 SECTION 844 STRUCTURAL TIMBER,LUMBER,AND HARDWARE
 SECTION 846 PRESERVATIVES AND PRESSURE TREATMENT PROCESSES FOR TIMBER
 SECTION 848 MASONRY UNITS AND BRICK
 SECTION 852 PAINTS,OILS,AND THINNERS
 SECTION 854 GALVANIZING
 SECTION 856 SOIL RETENTION BLANKETS
 SECTION 858 GEOTEXTILE FABRICS
 SECTION 860 FENCE
 SECTION 862 GUARDRAIL AND POSTS
 SECTION 868 INSULATION BOARD (POLYSTYRENE)
 SECTION 880 PAVEMENT MARKINGS
 SECTION 894 HIGHWAY SIGNS AND POSTS
 SECTION 895 HIGHWAY LIGHTING
 SECTION 896 HIGHWAY TRAFFIC SIGNALS
 SECTION 100 OF THE 1997 ODOT CONSTRUCTION AND MATERIAL SPECIFICATIONS, MODIFIED FOR DESIGN-BUILD PROJECTS
SECTION 100 OF THE 1997 ODOT CONSTRUCTION AND MATERIAL SPECIFICATIONS, MODIFIED FOR DESIGN-BUILD PROJECTS
 State of Ohio Department of Transportation Supplement 1015 Compaction Testing of Unbound Materials
 ITEM 304 AGGREGATE BASE
 ITEM 403 ASPHALT CONCRETE QUALITY CONTROL AND ACCEPTANCE
 ITEM 446 ASPHALT CONCRETE
 ITEM 451 REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT
 101 DEFINITIONS AND TERMS
 102 BIDDING REQUIREMENTS AND CONDITIONS
 103 AWARD AND EXECUTION OF CONTRACT
 104 SCOPE OF WORK
 105 CONTROL OF WORK
 106 CONTROL OF MATERIAL
 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 108 PROSECUTION AND PROGRESS
 109 ACCEPTANCE, MEASUREMENT, AND PAYMENT
 ITEM 201 CLEARING AND GRUBBING
 ITEM 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 ITEM 203 ROADWAY EXCAVATION AND EMBANKMENT
 ITEM 204 SUBGRADE COMPACTION AND PROOF ROLLING
 ITEM 205 LIME MODIFIED SOIL
 ITEM 206 LIME STABILIZED SUBGRADE
 ITEM 207 TEMPORARY SEDIMENT AND EROSION CONTROLS
 ITEM 208 ROCK BLASTING
 ITEM 209 LINEAR GRADING
 ITEM 251 PARTIAL DEPTH PAVEMENT REPAIR
 ITEM 252 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REPLACEMENT
 ITEM 253 PAVEMENT REPAIR
 ITEM 254 PAVEMENT PLANING
 ITEM 255 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT
 ITEM 256 BONDED PATCHING OF PORTLAND CEMENT CONCRETE PAVEMENT
 SUPPLEMENT 1015 - COMPACTION TESTING OF UNBOUND MATERIALS
ITEM 301 ASPHALT CONCRETE BASE
 ITEM 302 ASPHALT CONCRETE BASE
 ITEM 304 AGGREGATE BASE
 ITEM 305 PORTLAND CEMENT CONCRETE BASE
 ITEM 306 CEMENT TREATED FREE DRAINING BASE
 ITEM 307 NON-STABILIZED DRAINAGE BASE
 ITEM 308 ASPHALT TREATED FREE DRAINING BASE
 ITEM 320 RUBBLIZE AND ROLL
 ITEM 321 CRACKING AND SEATING EXISTING PLAIN CONCRETE PAVEMENT
 ITEM 401 ASPHALT CONCRETE PAVEMENTS—GENERAL
 ITEM 402 ASPHALT CONCRETE MIXING PLANTS
 ITEM 403 ASPHALT CONCRETE QUALITY CONTROL AND ACCEPTANCE
 ITEM 407 TACK COAT
 ITEM 408 PRIME COAT
 ITEM 409 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS
 ITEM 410 TRAFFIC COMPACTED SURFACE
 ITEM 411 STABILIZED CRUSHED AGGREGATE
 ITEM 421 MICROSURFACING
 ITEM 422 CHIP SEAL WITH POLYMER BINDER
 ITEM 423 CRACK SEALING, HOT APPLIED
 ITEM 441 CONTRACTOR MIX DESIGN AND QUALITY CONTROL—GENERAL
 ITEM 442 SUPERPAVE ASPHALT CONCRETE
 ITEM 446 ASPHALT CONCRETE
 ITEM 448 ASPHALT CONCRETE
 ITEM 451 REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT
 ITEM 452 NON-REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT
 ITEM 499 CONCRETE—GENERAL
 ITEM 501 STRUCTURES—GENERAL
 ITEM 502 STRUCTURES FOR MAINTAINING TRAFFIC
 ITEM 503 EXCAVATION FOR STRUCTURES
 ITEM 504 SHEET PILING LEFT IN PLACE
 ITEM 505 PILE DRIVING EQUIPMENT MOBILIZATION
 ITEM 506 STATIC LOAD TEST
 ITEM 507 BEARING PILES
 ITEM 508 FALSEWORK AND FORMS
 ITEM 509 REINFORCING STEEL
 ITEM 510 DOWEL HOLES
 ITEM 511 CONCRETE FOR STRUCTURES
 ITEM 512 WATERPROOFING
 ITEM 513 STRUCTURAL STEEL MEMBERS
 ITEM 514 PAINTING OF STRUCTURAL STEEL
 ITEM 515 PRESTRESSED CONCRETE BRIDGE MEMBERS
 ITEM 516 EXPANSION AND CONTRACTION JOINTS JOINT SEALERS AND BEARING DEVICES
 ITEM 517 RAILINGS
 ITEM 518 DRAINAGE OF STRUCTURES
 ITEM 519 PATCHING CONCRETE STRUCTURES
 ITEM 520 PNEUMATICALLY PLACED MORTAR
 ITEM 522 STRUCTURAL PLATE CORRUGATED METAL STRUCTURES ON FOOTINGS
 ITEM 523 DYNAMIC LOAD TEST
 ITEM 524 DRILLED SHAFTS
 ITEM 526 APPROACH SLABS
 ITEM 601 SLOPE AND CHANNEL PROTECTION
 ITEM 602 MASONRY
 ITEM 603 PIPE CULVERTS, SEWERS, AND DRAINS
 ITEM 604 MANHOLES, CATCH BASINS, INLETS, INSPECTION WELLS, JUNCTION CHAMBERS, PRECAST REINFORCED CONCRETE OUTLETS, OR MONUMENTS
 ITEM 605 UNDERDRAINS
 ITEM 606 GUARDRAIL
 ITEM 607 FENCE
 ITEM 608 WALKS, CURB RAMPS, AND STEPS
 ITEM 609 CURBING, CONCRETE MEDIANS, AND TRAFFIC ISLANDS
 ITEM 610 CELLULAR RETAINING WALLS
 ITEM 613 LOW STRENGTH MORTAR BACKFILL
 ITEM 614 MAINTAINING TRAFFIC
 ITEM 615 ROADS AND PAVEMENTS FOR MAINTAINING TRAFFIC
 ITEM 616 DUST CONTROL
 ITEM 617 RECONDITIONING SHOULDERS
 ITEM 621 RAISED PAVEMENT MARKERS (RPM)
 ITEM 622 CONCRETE BARRIER
 ITEM 623 CONSTRUCTION LAYOUT STAKES
 ITEM 624 MOBILIZATION
 ITEM 625 HIGHWAY LIGHTING
 ITEM 626 BARRIER REFLECTORS
 ITEM 630 TRAFFIC SIGNS AND SIGN SUPPORTS
 ITEM 631 SIGN LIGHTING AND ELECTRICAL SIGNS
 ITEM 632 TRAFFIC SIGNAL EQUIPMENT
 ITEM 633 TRAFFIC SIGNAL CONTROLLERS
 ITEM 638 WATER MAINS AND SERVICE BRANCHES
 ITEM 641 PAVEMENT MARKING—GENERAL
 ITEM 642 TRAFFIC PAINT
 ITEM 643 POLYESTER PAVEMENT MARKING
 ITEM 644 THERMOPLASTIC PAVEMENT MARKING
 ITEM 645 PREFORMED PAVEMENT MARKING
 ITEM 646 EPOXY PAVEMENT MARKING
 ITEM 647 HEAT-FUSED PREFORMED PLASTIC PAVEMENT MARKING
 ITEM 651 TOPSOIL STOCKPILED
 ITEM 652 PLACING STOCKPILED TOPSOIL
 ITEM 653 TOPSOIL FURNISHED AND PLACED
 ITEM 654 RENOVATING EXISTING SOIL
 ITEM 656 ROADSIDE CLEANUP
 ITEM 657 RIPRAP FOR TREE PROTECTION
 ITEM 658 TREE ROOT AERATION
 ITEM 659 SEEDING AND MULCHING
 ITEM 660 SODDING
 ITEM 661 PLANTING TREES, SHRUBS, AND VINES
 ITEM 662 LANDSCAPE WATERING
 ITEM 666 PRUNING EXISTING TREES
 ITEM 670 EROSION PROTECTION
 ITEM 671 TEMPORARY EROSION CONTROL MATS
 700 MATERIAL DETAILS
 701 CEMETITIOUS MATERIALS
 702 ASPHALT MATERIAL
 703 AGGREGATE
 704 MASONRY UNITS
 705 CONCRETE INCIDENTALS
 706 CONCRETE AND CLAY PIPE
 707 STEEL, ALUMINUM, AND PLASTIC PIPE
 708 PAINT
 709 REINFORCING STEEL
 710 FENCE AND GUARDRAIL
 711 STRUCTURAL STEEL AND STRUCTURE INCIDENTALS
 712 MISCELLANEOUS
 720 DELINEATOR MATERIALS
 721 RAISED PAVEMENT MARKER MATERIALS
 725 LIGHTING AND ELECTRICAL MATERIALS
 730 TRAFFIC SIGN AND SUPPORT MATERIAL
 731 SIGN LIGHTING AND ELECTRICAL SIGNS MATERIAL
 732 TRAFFIC SIGNAL MATERIAL
 733 Traffic Signal Controller Material
 740 PAVEMENT MARKING MATERIAL
 748 WATER MAIN AND SERVICE BRANCH MATERIAL
 OKLAHOMA DEPARTMENT OF TRANSPORTATION BAMS/PES - PROPOSAL AND ESTIMATION SYSTEM SPECIAL PROVISIONS - (A + B BIDDING)
 OKLAHOMA DEPARTMENT OF TRANSPORTATION BAMS/PES - PROPOSAL AND ESTIMATION SYSTEM SPECIAL PROVISIONS - (A + B BIDDING)
 OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PLANT MIX ASPHALT CONCRETE PAVEMENT
 OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR PAVEMENT AND BRIDGE DECK SMOOTHNESS (ENGLISH AND METRIC)
 OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR SMOOTHNESS SPECIFICATION OPTION CHECKLIST (ENGLISH AND METRIC)
 OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR QUALITY CONTROL AND ACCEPTANCE FOR CONCRETE BRIDGE DECKS
 SECTION 101 - GENERAL INFORMATION, DEFINITIONS AND TERMS
 SECTION 102 BIDDING REQUIREMENTS AND CONDITIONS
 SECTION 103 AWARD AND EXECUTION OF CONTRACT
 SECTION 104 SCOPE OF WORK
 SECTION 105 CONTROL OF WORK
 SECTION 106 CONTROL OF MATERIALS
 SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 SECTION 108 PROSECUTION AND PROGRESS
 SECTION 109 MEASUREMENT AND PAYMENT
 Errata to Oklahoma 1999 Standard Specifications
 Errata
 SECTION 201 CLEARING AND GRUBBING
 SECTION 202 EXCAVATION AND EMBANKMENT
 SECTION 203 TEST ROLLING
 SECTION 205 SALVAGING TOPSOIL
 SECTION 209 MACHINE GRADING
 SECTION 210 OBLITERATING ABANDONED ROAD
 SECTION 220 TEMPORARY EROSION, SEDIMENTATION, AND STORMWATER POLLUTION PREVENTION AND CONTROL
 SECTION 221 TEMPORARY SEDIMENT CONTROL SLOPE DRAINS
 SECTION 222 TEMPORARY SEDIMENT CONTROL BALE BARRIERS
 SECTION 223 TEMPORARY SILT FENCE
 SECTION 224 TEMPORARY SEDIMENT CONTROL FILTERS
 SECTION 225 TEMPORARY SEDIMENT CONTROL BASINS
 SECTION 226 TEMPORARY SEDIMENT REMOVAL
 SECTION 227 TEMPORARY SILT DIKE
 SECTION 228 NYLON EROSION CONTROL MAT
 SECTION 229 DITCH LINER PROTECTION
 SECTION 230 SODDING AND SPRIGGING
 SECTION 231 PLANTING
 SECTION 232 SEEDING
 SECTION 233 MULCHING
 SECTION 234 FERTILIZING AND AGRICULTURAL LIMING
 SECTION 241 MOWING
 SECTION 301 GENERAL REQUIREMENTS FOR BASES
 SECTION 303 AGGREGATE BASE
 SECTION 305 CALICHE BASE
 SECTION 306 SUBBASE
 SECTION 307 LIME-TREATED SUBGRADE
 SECTION 309 ROLLING AND SPRINKLING
 SECTION 310 SUBGRADE
 SECTION 311 PROCESSING EXISTING BASE AND SURFACE
 SECTION 317 FLY ASH MODIFIED SUBGRADE
 SECTION 318 ECONOCRETE BASE
 SECTION 319 OPEN-GRADED BITUMINOUS BASE
 SECTION 320 OPEN-GRADED PORTLAND CEMENT CONCRETE BASE
 SECTION 325 SEPARATOR FABRIC FOR BASES
 SECTION 401 GENERAL REQUIREMENTS FOR SURFACES
 SECTION 402 BITUMINOUS SURFACE TREATMENT
 SECTION 403 TRAFFIC-BOUND SURFACE COURSE
 SECTION 406 OPEN-GRADED FRICTION SURFACE COURSE
 SECTION 407 TACK COAT
 SECTION 408 PRIME COAT
 SECTION 410 MICRO SURFACING
 SECTION 411 PLANT MIX ASPHALT CONCRETE PAVEMENT
 SECTION 413 RUMBLE STRIP
 SECTION 414 PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 417 COLD MILLING PAVEMENT
 SECTION 419 CONCRETE JOINT REHABILITATION
 SECTION 420 FABRIC REINFORCEMENT FOR ASPHALT CONCRETE PAVEMENT
 SECTION 425 DIAMOND GRINDING CONCRETE PAVEMENT
 SECTION 426 PRESSURE GROUTING PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 433 RUBBLIZING PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 501 EXCAVATION AND BACKFILL FOR STRUCTURES
 SECTION 502 TEMPORARY STRUCTURES
 SECTION 503 PRESTRESSED CONCRETE BRIDGE MEMBERS
 SECTION 504 BRIDGE DECKS, APPROACHES, RAILS AND PARAPETS
 SECTION 505 REPAIR AND OVERLAY OF CONCRETE BRIDGE DECKS
 SECTION 506 STRUCTURAL STEEL
 SECTION 507 TIMBER STRUCTURES
 SECTION 508 CONCRETE CULVERTS
 SECTION 509 STRUCTURAL CONCRETE
 SECTION 510 EARTH RETAINING SYSTEMS AND SOUND BARRIER WALLS
 SECTION 511 REINFORCING STEEL FOR STRUCTURES
 SECTION 512 PAINTING
 SECTION 514 DRIVEN FOUNDATION PILES
 SECTION 515 PENETRATING WATER REPELLENT TREATMENT
 SECTION 516 DRILLED SHAFT FOUNDATIONS
 SECTION 517 POST-TENSIONING
 SECTION 520 STRUCTURAL CONCRETE REPAIR BY SEALING AND INJECTION
 SECTION 521 PNEUMATICALLY APPLIED MORTAR
 SECTION 601 RIPRAP
 SECTION 602 GABIONS AND REVEMENT MATTRESSES
 SECTION 603 STEEL JETTY BANK PROTECTION
 SECTION 605 DAMPPROOFING
 SECTION 606 WATERPROOFING
 SECTION 607 ASPHALT PLANKING
 SECTION 609 INTEGRAL CURB, COMBINED CURB AND GUTTER BITUMINOUS CURBING AND HEADER CURBING
 SECTION 610 CONCRETE OR BITUMINOUS SIDEWALKS, DRIVEWAYS, AND DIVIDING STRIP
 SECTION 611 MANHOLES, DROP OR CURB INLETS, AND JUNCTION BOXES
 SECTION 612 ADJUSTMENT OF EXISTING STRUCTURES
 SECTION 613 DRAINAGE CONDUITS
 SECTION 614 RELAYING CULVERT PIPE
 SECTION 615 SANITARY SEWER PIPE CONDUITS
 SECTION 616 WATER PIPE AND FITTINGS
 SECTION 619 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 SECTION 622 PIPE RAILING AND MISCELLANEOUS PIPE WORK
 SECTION 623 GUARD RAIL AND GUIDE POSTS
 SECTION 624 FENCES
 SECTION 625 REMOVAL AND STORAGE OR RECONSTRUCTION OF FENCING, GUARD RAIL, AND GUIDE POSTS
 SECTION 626 MONUMENTS
 SECTION 627. CONCRETE MEDIAN BARRIER
 SECTION 629 MAILBOXES
 SECTION 640 FIELD OFFICE OR LABORATORY
 SECTION 641 MOBILIZATION
 SECTION 642 CONTRACTOR CONSTRUCTION STAKING
 SECTION 653 EDGE DRAIN CONDUIT
 SECTION 701 PORTLAND CEMENT CONCRETE
 SECTION 702 FLY ASH AND GROUND GRANULATED BLAST FURNACE SLAG
 SECTION 703 MINERAL AGGREGATE, MISCELLANEOUS USES
 SECTION 704 SOIL AGGREGATES
 SECTION 705 SELECT BORROW
 SECTION 706 LIME
 SECTION 707 MICRO SURFACING
 SECTION 708 PLANT MIX BITUMINOUS BASES AND SURFACES
 SECTION 709 ELECTRICAL CONDUIT
 SECTION 710 DELINEATORS
 SECTION 711 TRAFFIC STRIPE
 SECTION 712 CONSTRUCTION FABRICS
 SECTION 713 STONE FOR RIPRAP, FILTER BLANKET, AND GABIONS
 SECTION 714 MASONRY BRICK
 SECTION 716 BITUMINOUS DAMPPROOFING AND WATERPROOFING MATERIALS
 SECTION 717 MISCELLANEOUS WATERPROOFING MATERIALS
 SECTION 718 PREMOLDED ASPHALT PLANK
 SECTION 719 SIGNS
 SECTION 720 OVERHEAD SIGN STRUCTURES
 SECTION 721 GALVANIZED STEEL SIGN POSTS
 SECTION 723 REINFORCING STEEL
 SECTION 724 STRUCTURAL STEEL
 SECTION 725 MISCELLANEOUS METALS
 SECTION 726 DRAINAGE CONDUITS
 SECTION 727 TIMBER AND LUMBER
 SECTION 728 TIMBER PILES
 SECTION 730 PAINT FOR STRUCTURAL STEEL
 SECTION 731 TIMBER PRESERVATIVES AND TREATMENT
 SECTION 732 MATERIALS FOR GUARD RAIL, GUIDE POSTS, BRIDGE RAIL, MISCELLANEOUS RAILING AND FENCES
 SECTION 733 MISCELLANEOUS MATERIALS
 SECTION 735 MATERIAL FOR ROADSIDE DEVELOPMENT AND EROSION CONTROL
 SECTION 736 PAVEMENT MARKERS
 SECTION 737 CONCRETE SURFACE FINISH FOR STRUCTURES
 SECTION 738 ELECTRICAL CONDUCTORS
 SECTION 739 PULL BOXES
 SECTION 740 TRAFFIC SIGNAL BACKPLATES
 SECTION 801 HIGHWAY LIGHTING, SIGNALS, AND SIGNING-ELECTRICAL
 SECTION 802 ELECTRICAL CONDUIT
 SECTION 803 PULL BOXES
 SECTION 804 CONCRETE FOOTINGS
 SECTION 805 ELECTRICAL-MECHANICAL PERFORMANCE AND OPERATIONAL TESTS
 SECTION 806 POLES AND MAST ARMS
 SECTION 807 BREAKAWAY BASES - HIGHWAY LIGHTING
 SECTION 808 PIER MOUNTED POLE BRACKETS
 SECTION 809 LUMINAIRES
 SECTION 810 POWER SUPPLIES
 SECTION 811 ELECTRICAL CONDUCTORS HIGHWAY LIGHTING
 SECTION 812 HIGH MAST POLES
 SECTION 813 HIGH MAST LOWERING DEVICE
 SECTION 825 TRAFFIC SIGNAL CONTROLLER ASSEMBLY
 SECTION 827 SOLID STATE FLASHING CONTROLLER
 SECTION 828 VEHICLE LOOP DETECTOR AND LOOP DETECTOR WIRE
 SECTION 830 PEDESTRIAN PUSH BUTTON
 SECTION 831 TRAFFIC SIGNAL HEADS
 SECTION 832 OPTICALLY PROGRAMMED ADJUSTABLE TRAFFIC SIGNAL HEADS
 SECTION 833 TRAFFIC SIGNAL BACKPLATES
 SECTION 834 ELECTRICAL CONDUCTORS TRAFFIC SIGNAL
 SECTION 835 SOLID STATE TIME CLOCK
 SECTION 836 REGULATORY OR WARNING SIGN WITH FLASHERS
 SECTION 850 SIGNS
 SECTION 851 GALVANIZED STEEL SIGN POSTS
 SECTION 852 OVERHEAD SIGN STRUCTURES
 SECTION 853 DELINEATORS
 SECTION 854 TRAFFIC STRIPE (PAINT)
 SECTION 855 TRAFFIC STRIPE (PLASTIC)
 SECTION 856 CONSTRUCTION ZONE PAVEMENT MARKINGS
 SECTION 857 PAVEMENT MARKERS
 SECTION 858 RAILWAY-HIGHWAY CROSSBUCK SIGNS
 SECTION 859 REMOVAL OF PAVEMENT MARKINGS
 SECTION 870 SAND FILLED IMPACT ATTENUATION MODULES
 SECTION 876 TRUCK MOUNTED IMPACT ATTENUATORS
 SECTION 878 MODULAR GLARE SCREEN
 SECTION 880 CONSTRUCTION SIGNING AND TRAFFIC CONTROL
 SECTION 882 CHANGEABLE MESSAGE SIGN
 SECTION 884 BRIDGE GUARDRAIL RETROFITS
 General Requirements
 Section 00110 - Terms, Abbreviations, Definitions and Metrication
 Section 00120 - Bidding Requirements and Procedures
 Section 00130 - Award and Execution of Contract
 Section 00140 - Scope of Work
 Section 00150 - Control of Work
 Section 00160 - Source of Materials
 Section 00165 - Quality of Materials
 Section 00170 - Legal Relations and Responsibilities
 Section 00180 - Prosecution and Progress
 Section 00190 - Measurement of Pay Quantities
 Section 00195 - Payment
 Section 00196 - Payment for Extra Work
 Section 00197 - Payment for Extra Work Done On Force Account Basis
 Section 00199 - Disagreements, Protests and Claims
 Appendix - Specimens of Standard Forms
 Temporary Features and Appertenances
 Section 00205 - Field Laboratory, Weighhouse, Etc.
 Section 00210 - Mobilization
 Section 00220 - Accommodations for Public Traffic
 Section 00225 - Work Zone Traffic Control
 Roadwork
 Section 00310 - Removal of Structures and Obstructions
 Section 00320 - Clearing and Grubbing
 Section 00330 - Earthwork
 Section 00335 - Blasting Methods and Protection of Excavation Backslopes
 Section 00340 - Watering
 Section 00350 - Geotextile Installation
 Section 00360 - Drainage Blanket
 Section 00390 - Riprap Protection
 Section 00396 - Shotcrete Slope Stabilization
 Drainage and Sewers
 Section 00405 - Ditch Excavation, Trench Excavation, Bedding and Backfill
 Section 00410 - Temporary Drainage Facilities
 Section 00420 - Salvaging Pipe
 Section 00430 - Subsurface Drains
 Section 00435 - Wick Drains
 Section 00440 - Minor Structure Concrete
 Section 00445 - Culvert, Siphon, Sewer and Irrigation Pipe
 Section 00450 - Structural Plate Pipe, Pipe Arch and Arch
 Section 00460 - Paved Culvert End Slopes
 Section 00470 - Manholes and Inlets
 Section 00475 - Drain Wells
 Section 00480 - Drainage Curbs
 Section 00490 - Adjustment of Manholes, Inlets, and Boxes
 Bridges
 Section 00501 - Bridge Removal
 Section 00510 - Structural Excavation and Backfill
 Section 00520 - Driven Piles
 Section 00530 - Steel Reinforcement for Concrete
 Section 00535 - Resin Bonded Anchor System
 Section 00540 - Concrete Bridges
 Section 00545 - Reinforced Concrete Bridge End Panels
 Section 00550 - Precast Prestressed Concrete Members
 Section 00555 - Post-Tensioning
 Section 00560 - Structural Steel Bridges
 Section 00570 - Timber Bridges
 Section 00581 - Bridge Drainage Systems
 Section 00582 - Bridge Bearings
 Section 00583 - Electrical Conduit in Bridges
 Section 00587 - Bridge Rails
 Section 00591 - Membrane Waterproofing
 Section 00594 - Preparing and Coating Steel Structures
 Section 00595 - Reinforced Concrete Box Culverts
 Section 00597 - Sound Walls
 Section 00599 - Concrete Slope Paving
 Bases
 Section 00610 - Reconditioning Existing Roadway
 Section 00620 - Cold Plane Pavement Removal
 Section 00641 - Aggregate Subbase, Base, and Shoulders
 Section 00680 - Stockpiled Aggregates
 Wearing Surfaces
 Section 00730 - Asphalt Tack Coat
 Section 00749 - Miscellaneous Asphalt Concrete Structures
 Section 00755 - Continuously Reinforced Concrete Pavement
 Section 00759 - Miscellaneous Portland Cement Concrete Structures
 Permanent Traffic Safety and Guidance Devices
 Section 00810 - Metal Guard Rail
 Section 00820 - Concrete Barrier
 Section 00830 - Impact Attenuators
 Section 00840 - Delineators
 Section 00850 - Thermoplastic Pavement Markings
 Section 00860 - Pavement Markers
 Permanent Traffic Control and Illumination Systems
 Section 00905 - Removal and Reinstallation of Existing Sign Installations
 Section 00910 - Wood Sign Posts
 Section 00920 - Sign Support Footings
 Section 00930 - Metal Sign Supports
 Section 00940 - Signs
 Section 00941 - Sign Covers
 Section 00950 - Removal and Reinstallation of Highway Illumination and Traffic Signal Installations
 Section 00960 - Common Provisions for Highway Illumination and Traffic Signals
 Section 00970 - Highway Illumination
 Section 00980 - Sign Illumination
 Section 00990 - Traffic Signals
 Right of Way Development and Control
 Section 01010 - Topsoil
 Section 01030 - Seeded Lawn
 Section 01035 - Sod Lawn
 Section 01040 - Planting
 Section 01070 - Mailbox Supports
 Section 01090 - Gravel Beds and Blankets
 Water Supply Systems
 Section 01120 - Irrigation Systems
 Materials
 Fencing Materials
 Section 02110 - Posts, Blocks, and Braces
 Section 02120 - Poles and Piling
 Section 02130 - Timber and Lumber
 Section 02140 - Glued Laminated Timber Members
 Section 02150 - Lumber and Timber Connectors
 Section 02190 - Preservative Treatment of Timber
 Section 02210 - Coating Materials
 Section 02320 - Geotextiles
 Section 02330 - Loose Riprap
 Section 02340 - Rock Gabion Baskets
 Section 02350 - Metal Bin-Type Retaining Walls
 Section 02410 - Concrete and Plastic Pipe
 Section 02420 - Metal Pipe
 Section 02430 - Structural Plate Pipe
 Section 02440 - Joint Materials
 Section 02450 - Manholes and Inlets
 Section 02510 - Reinforcement
 Section 02515 - Prestressing Reinforcement
 Section 02520 - Piles
 Section 02530 - Structural Steel
 Section 02540 - Forgings, Shafting, Castings, and Nonferrous Materials
 Section 02560 - Fasteners
 Section 02570 - Composite Bearings
 Section 02571 - Elastomeric Bearing Pads
 Section 02610 - Special Filter Material
 Section 02630 - Base Aggregate
 Section 02640 - Shoulder Aggregate
 Section 02690 - PCC Aggregates
 Section 02710 - Asphalt Materials, Additives, and Mineral Filler
 Section 02810 - Bridge Rail
 Section 02820 - Metal Guard Rail
 Section 02830 - Hand Rail
 Section 02840 - Pavement Marking Materials
 Section 02850 - Delineators
 Section 02860 - Impact Attenuators
 Section 02910 - Sign Materials
 Section 02920 - Highway Illumination and Traffic Signal Materials
 Section 03010 - Fencing Materials
 Section 03110 - Planting Materials
 Section 03120 - Plants
 Section 03130 - Irrigation Materials
 SECTION 401 - CONVENTIONAL SPECIFICATIONS, PLANT MIXED BITUMINOUS CONCRETE COURSES
 SECTION 402 - GENERAL RESTRICTED PERFORMANCE SPECIFICATIONS, PLANT-MIX COURSES
 SECTION 501 - REINFORCED OR PLAIN CEMENT CONCRETE PAVEMENTS
 Legal Relations and Responsibility to the Public
Performance and Progress
Abbreviations and Definitions of Terms
 Bidding Requirements and Conditions
 Award and Execution of Contract
 Scope of Work
 Control of Work
 Control of Material
 Legal Relations and Responsibility to the Public
 Performance and Progress
 Measurement and Quantities
 Payment
 Delay Claims
 Project Records
 Clearing and Grubbing
 Demolition or Partial Demolition of Buildings and Other Structures
 Class 1, Class 1A, and Class 1B Excavation
 Class 2, Class 3, and Class 4 Excavation
 Borrow Excavation
 Embankment
 Subgrade
 Geotextiles
 Temporary Project Air Pollution Control
 Plain Cement Concrete Base Course
 Lean Cement Concrete Base Course
 Bituminous Concrete Base Course
 Aggregate Bituminous Base Course
 Aggregate Cement Base Course
 Cold Recycled Bituminous Base Course
 Subbase
 SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF PLANT-MIXED HMA COURSES
 Conventional Specifications, Plant-Mixed Bituminous Concrete Courses
 General Restricted Performance Specifications, Plant-Mix Courses
 Recycled Plant-Mixed Bituminous Concrete Courses
 Bituminous Wearing Course ID-2 (Standard),Bituminous Wearing Course ID-2 (Heavy Duty), Bituminous Wearing Course ID-2, RPS (Standard), and Bituminous Wearing Course ID-2, RPS (Heavy Duty)
 Bituminous Binder Course ID-2 (Standard), Bituminous Binder Course ID-2 (Heavy Duty), Bituminous Binder Course ID-2, RPS (Standard), AND Bituminous Binder Course ID-2, RPS (Heavy Duty)
 Bituminous Wearing Course FJ-1 and Bituminous Wearing Course FJ-1C
 BITUMINOUS WEARING COURSE ID-3 (STANDARD), BITUMINOUS WEARING COURSE ID-3 (HEAVY DUTY), BITUMINOUS WEARING COURSE ID-3, RPS (STANDARD), AND BITUMINOUS WEARING COURSE ID-3, RPS (HEAVY DUTY)
 Bituminous Wearing Course FB-2
 Bituminous Binder Course FB-2
 Bituminous Binder Course FB-1
 Bituminous Tack Coat
 Bituminous Wearing Course FB-1
 Heavy Duty Membranes
 Asphalt Joint and Crack Sealing
 Bituminous Seal Coat
 Bituminous Seal Coat Using Precoated Aggregate
 Bituminous Surface Treatment
 Bituminous Surface Treatment Using PreCoated Aggregate
 Slurry Seal
 Removal of Existing Surface Course
 Milling of Bituminous Pavement Surface
 Reinforced or Plain Cement Concrete Pavements
 Protective Coating for Cement Concrete Pavement
 Pavement Relief Joint
 Bridge Approach Slabs
 Reinforced or Plain Cement Concrete Pavements, RPS
 Evaluation and Payment of RPS Pavement Ride Quality
 Longitudinal Grooving of Existing Concrete Pavement
 Pressure Relief Joint
 Longitudinal Joint Sealing and Cleaning
 Joint Rehabilitation
 Diamond Grading of Concrete Pavement
 Sawing and Sealing of Bituminous Overlays
 Concrete Pavement Patching
 Transverse Grooving of Concrete Paving for Retexturing
 Continuously Reinforced Concrete Pavement Patching
 Transverse Joint Cleaning and Sealing
 Thin Bonded Portland Cement Concrete Overlay
 Concrete Pavement Spall Repair
 Rubblizing of Concrete Pavements
 Crack Cleaning and Sealing
 SECTION 601 - PIPE CULVERTS
 SECTION 602 - CORRUGATED METAL PIPE-ARCH CULVERTS
 SECTION 603 - METAL PLATE CULVERTS
 SECTION 604 - COMBINATION STORM SEWER AND UNDERDRAIN
 SECTION 605 - ENDWALLS, INLETS, MANHOLES, AND SPRING BOXES
 SECTION 606 - GRADE ADJUSTMENT OF EXISTING MISCELLANEOUS STRUCTURES
 SECTION 607 - REBUILT MISCELLANEOUS STRUCTURES
 SECTION 608 - MOBILIZATION
 SECTION 609 - INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES
 SECTION 610 - PIPE UNDERDRAIN AND PAVEMENT BASE DRAIN
 SECTION 612 - SUBGRADE DRAINS
 SECTION 613 - STONE BACKFILL FOR MISCELLANEOUS DRAINAGE
 SECTION 615 - SUBSURFACE DRAIN OUTLETS
 SECTION 616 - END SECTIONS AND SLOPE PIPE FITTINGS
 SECTION 617 - SLOTTED DRAINS
 SECTION 618 - CONCRETE COLLAR FOR PIPE EXTENSION
 SECTION 619 - PERMANENT IMPACT ATTENUATING DEVICES
 SECTION 620 - GUIDE RAIL
 SECTION 621 - METAL MEDIAN BARRIER
 SECTION 622 - CONCRETE GLARE SCREEN
 SECTION 623 - CONCRETE MEDIAN BARRIER
 SECTION 624 - RIGHT-OF-WAY FENCE
 SECTION 626 - GABIONS
 SECTION 627 - TEMPORARY CONCRETE BARRIER
 SECTION 628 - RESET TEMPORARY CONCRETE BARRIER
 SECTION 629 - CONCRETE TRAFFIC SEPARATOR
 SECTION 630 - PLAIN CEMENT CONCRETE CURB
 SECTION 633 - PLAIN CONCRETE MOUNTABLE CURB
 SECTION 636 - BITUMINOUS CONCRETE CURB
 SECTION 640 - PLAIN CEMENT CONCRETE GUTTER
 SECTION 641 - PLAIN CEMENT CONCRETE CURB GUTTER
 SECTION 651 - PAVED SHOULDERS, TYPE 1, TYPE 1-F, TYPE 1-I, AND TYPE 1-S
 SECTION 653 - PAVED SHOULDERS, TYPE 3
 SECTION 654 - PAVED SHOULDERS, TYPE 4
 SECTION 657 - PAVED SHOULDERS, TYPE 7
 SECTION 658 - CONCRETE SHOULDERS
 SECTION 660 - MILLED SHOULDER RUMBLE STRIPS
 SECTION 663 - BRICK MASONRY
 SECTION 667 - CEMENT CONCRETE PAVING FOR STREAM BEDS
 SECTION 673 - PRECAST CEMENT CONCRETE BLOCK SLOPE WALL CAST-IN-PLACE CEMENT CONCRETE SLAB SLOPE WALL
 SECTION 674 - STONE SLOPE WALLS
 SECTION 675 - RANDOM STONE SLOPE WALL
 SECTION 676 - CEMENT CONCRETE SIDEWALKS
 SECTION 677 - SELECTED MATERIAL SURFACING
 SECTION 678 - PERMANENT BARRICADES
 SECTION 679 - SLAB STABILIZATION
 SECTION 680 - WATERPROOFING
 SECTION 681 - SLABJACKING
 SECTION 686 - CONSTRUCTION SURVEYING
 SECTION 688 - MICROCOMPUTER SYSTEM
 SECTION 692 - SHOULDER RELIEF JOINT
 SECTION 694 - BUILT-UP CURB RAMPS
 SECTION 696 - TEMPORARY IMPACT ATTENUATING DEVICES
 SECTION 697 - RESET TEMPORARY IMPACT ATTENUATING DEVICES
 SECTION 701 - CEMENT
 SECTION 702 - BITUMINOUS MATERIAL
 SECTION 703 - AGGREGATE
 SECTION 704 - CEMENT CONCRETE
 SECTION 705 - JOINT MATERIAL
 SECTION 709 - REINFORCEMENT STEEL
 SECTION 711 - CONCRETE CURING MATERIAL AND ADMIXTURES
 SECTION 713 - MASONRY UNITS
 SECTION 714 - PRECAST CONCRETE PRODUCTS
 SECTION 720 - WATER
 SECTION 721 - CALCIUM CHLORIDE
 SECTION 722 - SODIUM CHLORIDE
 SECTION 723 - HYDRATED LIME
 SECTION 724 - POZZOLANS
 SECTION 727 - BITUMINOUS PAPER
 SECTION 735 - GEOTEXTILES
 SECTION 801 - STOCKPILING TOPSOIL OR TOPSOIL MIXTURE
 SECTION 802 - TOPSOIL FURNISHED AND PLACED
 SECTION 803 - PLACING STOCKPILED TOPSOIL OR TOPSOIL MIXTURE
 SECTION 804 - SEEDING AND SOIL SUPPLEMENTS
 SECTION 805 - MULCHING
 SECTION 806 - WATER COURSE AND SLOPE EROSION PROTECTION
 SECTION 808 - PLANTS, PLANTING, AND TRANSPLANTING
 SECTION 809 - SODDING
 SECTION 810 - SELECTIVE TREE REMOVAL AND TRIMMING
 SECTION 811 - TEMPORARY PROTECTIVE FENCE FOR EXISTING PLANT MATERIAL
 SECTION 845 - UNFORESEEN WATER POLLUTION CONTROL
 SECTION 850 - ROCK LINING
 SECTION 851 - ROCK ENERGY DISSIPATOR
 SECTION 852 - PAVED ENERGY DISSIPATOR
 SECTION 853 - ROCK BASIN
 SECTION 854 - TEMPORARY SLOPE PIPE DRAIN
 SECTION 856 - ROCK BARRIER
 SECTION 859 - SEDIMENTATION POND
 SECTION 860 - SEDIMENT TRAP
 SECTION 861 - CLEANING SEDIMENTATION STRUCTURES
 SECTION 862 - STANDBOXES
 SECTION 864 - DIVERSION DITCH
 SECTION 865 - SILT BARRIER FENCE
 Maintenance and Protection of Traffic During Construction
 Maintenance and Protection of Traffic During Temporary Suspension of Work
 Temporary Bridge and Approaches
 Highway Lighting
 Sign Lighting
 Post-Mounted Signs, Type A
 SECTION 934 - POST MOUNTED SIGNS, TYPE E
 SECTION 935 - POST MOUNTED SIGNS, TYPE F
 SECTION 936 - STRUCTURE MOUNTED SIGNS
 SECTION 937 - DELINEATION DEVICES
 SECTION 938 - DISTANCE MARKERS
 SECTION 941 - RIGID DELINEATOR POSTS
 SECTION 943 - DELINEATOR BRACKET, TYPE A
 SECTION 944 - DELINEATOR BRACKET, TYPE C
 SECTION 946 - DELINEATOR BRACKET, TYPE F
 SECTION 948 - STEEL SIGN STRUCTURE
 SECTION 950 - TRAFFIC SIGNALS-GENERAL
 SECTION 951 - TRAFFIC SIGNAL SUPPORTS
 SECTION 952 - CONTROLLER ASSEMBLY
 SECTION 953 - TRAFFIC SIGNAL SYSTEMS
 SECTION 954 - ELECTRICAL DISTRIBUTION
 SECTION 955 - SIGNAL HEADS
 SECTION 956 - DETECTORS
 SECTION 957 - TRAFFIC SIGNAL COMMUNICATIONS
 SECTION 961 - COLD PLASTIC PAVEMENT MARKINGS OR LEGENDS
 SECTION 962 - PAINTING TRAFFIC LINES AND MARKINGS
 SECTION 963 - PAVEMENT MARKING REMOVAL
 SECTION 966—SNOWPLOWABLE RAISED PAVEMENT MARKERS
 Cement Concrete Structures
 Reinforcement Bars
 Dowel Holes
 Piles
 Drilled Caissons
 Preformed Neoprene Compression Joint Seal for Bridges
 Pedestrian Railing
 Aluminum Bridge Railing
 Steel Bridge Railing
 Protective Barrier
 Protective Fence
 Pressure Mortar Pointing and Surfacing
 Removal of Existing Bridges or Culverts
 Protective Coating for Reinforced Concrete Surfaces
 Tooth Expansion Dam With Drain Trough
 Armored Preformed Neoprene Compression Dam
 Steel Bridge Hand Railing
 Aluminum Bridge Hand Railing
 Modification of Existing Parapets
 Neoprene Strip Seal Dam
 Timber Structures
 Hardwood Glulam Timber Structures
 Concrete Bridge Deck Repair
 Scarification
 Steel Bridge Superstructure
 Downspouting
 Metal Curb Drain
 Fabricated Structural Steel
 Painting Structural Steel
 Painting Existing Structural Steel
 Painting Existing Structural Steel Using Aluminum Mastic Systems
 Prestressed Concrete Bridge Superstructure
 Precast Reinforced Concrete Box Culvert
 Sound Barriers
 Epoxy Injection Crack Seal
 Epoxy Protection for Structural Steel
 SECTION 1101 - HIGHWAY LIGHTING
 SECTION 1102 - SIGN LIGHTING
 SECTION 1103 - TRAFFIC SIGNING AND MARKING
 SECTION 1104 - TRAFFIC SIGNALS
 SECTION 1105 - FABRICATED STRUCTURAL STEEL
 SECTION 1107 - PRESTRESSED CONCRETE BRIDGE BEAMS
 SECTION 1108 - POST-TENSIONING OPERATIONS
 SECTION 1109 - GUIDE RAIL AND METAL MEDIAN BARRIER
 SECTION 1110 - RIGHT-OF-WAY FENCE
 SECTION 1111 - HIGH LOAD MULTI-ROTATIONAL BEARINGS
 SECTION 1112 - GLUED LAMINATED HARDWOOD TIMBER MEMBERS
 101 DEFINITIONS AND TERMS
 102 BIDDING REQUIREMENTS AND CONDITIONS
 103 AWARD AND EXECUTION OF CONTRACT
 104 SCOPE OF WORK
 105 CONTROL OF THE WORK
 106 CONTROL OF MATERIALS
 107 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
 108 PROSECUTION OF WORK
 109 MEASUREMENT AND PAYMENT
 SPECIAL PROVISION REVISION TO ARTICLES 102.06, 104.02, 104.05 AND 108.07 OF THE GENERAL PROVISIONS
 SUPPLEMENTAL SPECIFICATION REVISION TO ARTICLE 102.06 OF THE GENERAL PROVISIONS
 SUPPLEMENTAL SPECIFICATION REVISIONS TO ARTICLES 102.07, 102.14, 103.07, 106.06, 108.02, 108.07, 108.08, 109.04 AND 109.08 OF THE GENERAL PROVISIONS
 SUPPLEMENTAL SPECIFICATION REVISIONS TO ARTICLE 108.09 OF THE GENERAL PROVISIONS
 150 SURVEY AND STAKE-OUT
 151 MOBILIZATION
 154 ON THE JOB TRAINING PROGRAM ?ABRIENDO CAMINOS?
 201 CLEARING AND GRUBBING
 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 203 EXCAVATION AND EMBANKMENT
 204 FINISHING SUBGRADE
 205 TRENCH EXCAVATION
 206 EXCAVATION FOR STRUCTURES
 207 FOUNDATION FILL
 208 DEVICES FOR EMBANKMENT CONSTRUCTION CONTROL AND GROUND WATER OBSERVATION
 209 SHEATHING
 210 SOIL EROSION AND WATER POLLUTION CONTROL
 211 BRIDGE APPROACH EMBANKMENT
 212 RECONDITIONING OF SHOULDERS AND DITCHES
 301 SUBBASE COURSE
 304 AGGREGATE BASE COURSE
 305 LEAN CONCRETE BASE
 401 HOT PLANT-MIX BITUMINOUS PAVEMENT
 402 REHABILITATION OF BITUMINOUS CONCRETE PAVEMENT
 403 COLD MILLING OF BITUMINOUS CONCRETE PAVEMENT
 407 BITUMINOUS TACK COAT
 408 BITUMINOUS PRIME COAT
 409 BITUMINOUS SURFACE TREATMENTS
 410 HOT PLANT-MIX BITUMINOUS PAVEMENT SMOOTHNESS
 501 PORTLAND CEMENT CONCRETE PAVEMENT
 502 UNDERSEALING PORTLAND CEMENT CONCRETE PAVEMENT
 503 REMOVAL AND REPLACEMENT OF PORTLAND CEMENT CONCRETE PAVEMENT, FULL DEPTH
 504 PARTIAL DEPTH PATCHING OF PORTLAND CEMENT CONCRETE PAVEMENT
 505 INSTALLATION OF NEW DOWELS IN PORTLAND CEMENT CONCRETE PAVEMENT
 506 GRINDING PORTLAND CEMENT CONCRETE PAVEMENT
 507 JOINT AND CRACK SEALING IN PORTLAND CEMENT CONCRETE PAVEMENT
 508 JACKING PORTLAND CEMENT CONCRETE PAVEMENT
 509 CRACKING, RESEATING AND RESURFACING OF PORTLAND CEMENT CONCRETE PAVEMENT
 510 PORTLAND CEMENT CONCRETE PAVEMENT SMOOTHNESS
 601 STRUCTURAL CONCRETE
 602 REINFORCING STEEL
 603 PIPE CULVERTS AND STORM DRAINS
 604 MANHOLES, INLETS AND CATCH BASINS
 605 UNDERDRAINS
 606 GUARD RAIL
 607 FENCES AND GATES
 608 SIDEWALKS
 609 CURB AND GUTTER
 610 CONCRETE BARRIER
 611 FIELD OFFICE AND LABORATORY
 612 HIGHWAY LIGHTING SYSTEM
 613 TRAFFIC SIGNS
 614 GABIONS
 615 PILING
 616 STEEL STRUCTURES
 617 PAVED WATERWAYS
 618 THERMOPLASTIC AND PREFORMED PLASTIC PAVEMENT MARKINGS
 619 GALVANIZED STEEL RAILING
 620 TRAFFIC IMPACT ATTENUATOR
 621 MARKERS AND DELINEATORS
 622 RIPRAP
 623 STONE REVETMENT FOR SLOPE PROTECTION
 624 VERTICAL DRAINS
 625 TOPSOIL
 626 PLANTING
 627 TURF ESTABLISHMENT
 628 SODDING
 630 PRESTRESSED CONCRETE STRUCTURES
 631 PNEUMATICALLY APPLIED MORTAR
 632 CLEANING AND REPAIR OF EXISTING CULVERTS AND STORM SEWERS
 634 ADJUSTMENT OF UTILITIES
 635 ADJUSTMENT OF FACILITIES OF THE PEURTO RICO ELECTRIC POWER AUTHORITY
 636 ADJUSTMENT OF FACILITIES OF THE PEURTO RICO AQUEDUCT AND SEWER AUTHORITY
 638 MAINTENANCE AND PROTECTION OF TRAFFIC
 639 PAINTED PAVEMENT MARKINGS
 640 RAISED PAVEMENT MARKINGS
 650 SLOPE PAVING
 652 POXY ADHESIVE
 653 PAINTING STEEL STRUCTURES
 654 TRAFFIC SIGNAL SYSTEMS
 655 TRAFFIC SIGNALS MASTER CONTROLLER BUILDING
 656 CENTRAL POWER SYSTEM FOR TRAFFIC SIGNALS
 660 NAME PLATES
 680 BRIDGE SMOOTHNESS
 701 HYDRAULIC CEMENT
 702 BITUMINOUS MATERIALS
 703 AGGREGATES
 705 JOINT MATERIALS
 706 CONCRETE AND PLASTIC PIPE
 707 METAL PIPE
 708 PAINTS FOR STEEL STRUCTURES
 709 REINFORCING STEEL AND PRESTRESSING STEEL
 710 FENCE AND GUARD RAIL
 711 CONCRETE CURING MATERIALS
 712 MISCELLANAOUS MATERIALS
 713 ROADSIDE IMPROVEMENT MATERIALS
 714 HIGHWAY LIGHTING MATERIALS
 715 STRUCTURAL METALS
 716 PAVEMENT MARKING MATERIALS
 717 ELASTOMERIC BEARINGS
 718 STONE REVETMENT MATERIALS
 719 BITUMINOUS PAVEMENTS, MEASUREMENT OF REDUCTION IN MARSHALL STABILITY CAUSED BY IMMERSION IN WATER
 722 MEASUREMENT OF FLUIDITY OF GROUT MIXTURES
 723 TRAFFIC SIGNAL MATERIALS
 Section 101 Definitions and Terms 1-1
Section 102 Bidding Requirements and Conditions 1-12
Section 103 Award and Execution of the Contract 1-20
 Section 104 Scope of Work 1-24
Section 105 Control of Work 1-31
Section 106 Control of Material 1-45
 Section 107 Legal Relations and Responsibility to Public 1-49
Section 108 Prosecution and Progress 1-60
Section 109 Measurement and Payment 1-73
Section 201 Site Preparation 2-1
Section 202 Excavation and Embankment 2-12
Section 203 Structure Excavation and Backfill 2-25
 Section 204 Trimming and Fine Grading 2-32
Section 205 Trench Excavation 2-35
Section 206 Perimeter Erosion Controls 2-40
Section 207 Check Dams 2-44
Section 208 Temporary Dewatering Basins 2-48
Section 209 Storm Drain Protection 2-50
Section 210 Stilling Basins for Water Pollution Control 2-54
Section 211 Construction Accesses 2-55
Section 212 Maintenance and Cleaning of Erosion and Pollution Controls 2-56
Section 301 Aggregate and Gravel Base Courses 3-1
Section 302 Gravel Borrow Subbase Courses 3-2
Section 303 Special Graded Aggregate for Shaping and Trimming Driveways or Shoulders 3-3
 Section 304 Select Leveling and Filler Aggregate 3-4
Section 401 Dense Graded Bituminous Concrete Pavements 4-1
Section 402 Friction Course 4-20
Section 403 Asphalt Emulsion Tack Coat 4-24
 Section 404 Prime Coat 4-25
Section 405 Seal Coat 4-28
Section 406 Cold Recycled Base Course 4-30
 Section 407 Hot Recycle Option for Bituminous Pavements 4-33
Section 408 Cleaning, Routing, and Sealing Cracks in Bituminous Concrete Pavement 4-37
Section 409 Sawing and Sealing Transverse Joints in Bituminous Concrete Pavements Over Rigid Base 4-40
Section 410 Temporary Patching Material Potholes and Trenches 4-42
Section 501 Portland Cement Concrete Pavement and Base 5-1
Section 502 Full Depth Cleaning and Sealing of Joints and Cracks Two and One-Half (2 1/2) Inches Nominal Width or Less in Portland Cement Concrete Pavement 5-15
Section 503 Repairing Deteriorated/Damaged Joints Greater Than Two and One-Half (2 1/2) Inches and Less Than or Equal to Eight (8) Inches Nominal Width in Finished Portland Cement Concrete Pavement 5-17
 Section 504 Pavement Grooving 5-21
Section 601 Portland Cement Concrete 6-1
Section 602 Mineral Additives for Portland Cement Concrete 6-28
Section 603 Controlled Low Strength Material (CLSM) 6-30
 Section 701 Culverts and Storm Drains 7-1
Section 702 Manholes, Inlets, and Catch Basins 7-6
Section 703 Underdrains and Combination Drains 7-10
 Section 704 Reconstruct Catch Basins and Manholes 7-12
Section 705 Reconstruct Existing Type "D" Catch Basin to Catch Basin with Gutter Inlet 7-13
Section 706 Plug and Cap Pipe - All Sizes 7-15
 Section 707 Adjust Drainage and Utility Structures 7-16
Section 708 Cleaning and Flushing Pipes and Drainage Structures 7-17
Section 709 Concrete for Thrush Blocks Headwalls and Miscellaneous Purposes 7-19
Section 710 Cut Ins for Manholes, Catch Basins, and Pipe 7-20
Section 711 Paved Waterways 7-22
Section 712 Water and Gas Gate Boxes 7-24
Section 713 Adjust Curb Stop, Water Gate, and Gas Gate Boxes 7-25
Section 714 Remove and Relocate Post Type Hydrants 7-26
Section 801 General 8-1
Section 802 Temporary Bridges 8-2
Section 803 Removal of Existing Bridges 8-3
 Section 804 Driven Piles 8-5
Section 805 Earth Retaining Systems 8-31
Section 806 Timber Construction 8-42
 Section 807 Structural Stone Masonry 8-48
Section 808 Cast-in-Place Structure Concrete Masonry 8-62
Section 809 Precast/Prestressed Structure Concrete Masonry 8-78
 Section 810 Reinforcing Steel 8-89
Section 811 Weep Holes, Pavement Subdrains and Wall Drains 8-96
Section 812 Water Stops and Flashings 8-98
Section 813 Waterproofing & Dampproofing 8-100
Section 814 Placement of Concre te Bridge Decks 8-106
Section 815 Latex Modified Concrete for Bridge Overlays 8-115
Section 816 Microsilica Modified Concrete for Bridge Overlays 8-120
Section 817 Repairs to Structure Concrete Masonry 8-126
Section 818 Portland Cement Concrete Bridge Deck Repair 8-134
Section 819 Drill and Grout Reinforcing Dowels 8-137
Section 820 Concrete Surface Treatment Protective Coating 8-138
Section 821 Sawing and Sealing Joints in Bituminous
Section 822 Silicone Highway Joint Seal 8-142
Section 823 Roadway Joints - Expansion and Fixed 8-143
Section 824 Structural Steel Construction 8-150
Section 825 Painting Structural Steel 8-170
Section 826 Personnel and Environmental Protection 8-181
Section 827 Thermal Sprayed Zinc Coating for New Structural Steel 8-184
Section 828 Bridge Bearings 8-187
Section 829 Bridge Scupper Piping 8-193
Section 830 Metal Bridge Railing 8-194
Section 831 Pedestrian Chain Link Fence - Aluminum 8-197
Section 832 Bridge Signs 8-198
Section 833 Granite Identification Tablets 8-201
Section 834 Granite Curb For Bridges
Section 835 Scuppers
Section 901 Steel Beam Guardrail 9-1
Section 902 Fences 9-3
Section 903 Remove and Reset Fence 9-6
 Section 904 Sidewalks and Driveways 9-8
Section 905 Curbing for Roadways 9-11
Section 906 Dust Control 9-17
Section 907 Flagstones 9-19
Section 908 Portland Cement Concrete Units 9-20
Section 909 Precast Concrete Median Barrier 9-22
Section 910 Raised Reflective Pavement Marker (Snow Plowable) 9-24
Section 911 Stone Masonry Walls 9-28
Section 912 Remove and Rebuild or Construct
 Section 913 Trafficpersons 9-33
Section 914 Flagpersons 9-34
Section 915 Highway Bounds 9-35
Section 916 Remove, Relocate and Reset Shock Absorbing Barrier Modules 9-36
Section 917 Remove and Replace Rural Mail Box Posts and Mountings 9-37
Section 918 Rural Mail Boxes Postmaster Approved 9-38
Section 919 Test Pits 9-39
Section 920 Riprap 9-40
Section 921 Slope Paving 9-42
Section 922 Temporary Construction Signs 9-43
Section 923 Portable Channelizing Devices and Barricades 9-45
Section 924 Advance Warning Arrow Panel 9-47
Section 925 Portable Changeable Message Sign 9-48
Section 926 Precast Concrete Median Barrier for Temporary Traffic Control 9-51
Section 927 Remove and Relocate Precast Concrete Median Barrier for Temporary Traffic Control 9-53
Section 928 Truck Mounted Attenuator (TMA) with Truck Mounted Flashing Arrow Board (TMFAB) 9-54
Section 929 Field Offices and Materials Laboratory 9-57
Section 930 Plant Field Laboratory 9-63
Section 931 Cleaning and Sweeping Pavement 9-68
Section 932 Cutting and Matching Pavement 9-70
Section 933 Saw Cutting of Pavements for Installation of Traffic Count Loop Detectors 9-71
Section 934 Field Control and Construction Layout 9-72
Section 935 Removing Bituminous Pavement by Cold Planing 9-74
Section 936 Mobilization 9-75
Section 937 Maintenance and Movement of Traffic Protective Devices 9-76
Section 938 Price Adjustments 9-78
Section T.01 Electrical Work T-1
Section T.02 Highway Lighting T-5
Section T.03 Ground Rods & Bare Ground Wire T-6
 Section T.04 Wire and Cable T-7
Section T.05 Handholes, Manholes, and Pull Boxes T-9
Section T.06 Conduit T-11
 Section T.07 Luminaires T-13
Section T.08 Aluminum Lighting Standards and Foundations T-15
Section T.09 Service Pedestal T-17
Section T.10 Traffic Signal Systems T-19
Section T.11 Traffic Signal Standards and Posts T-20
Section T.12 Traffic Signal Controllers T-23
Section T.13 Traffic Detectors and Relays T-27
Section T.14 Traffic Signal Heads T-30
Section T.15 Directional, Regulatory, and Warning Signs T-31
Section T.16 Ground Mounted Primary Directional Signs T-35
Section T.17 Overhead Sign Panels and Supports T-38
Section T.18 Delineators and Hazard Markers T-40
 Section T.19 Milepost Markers T-42
Section T.20 Pavement Markings T-43
Section L.01 Loam, Plantable Soil or High Organic Soil L-1
Section L.02 Seeding L-4
Section L.03 Sodding L-9
 Section L.04 Refertilization of Seeded, Sodded and Grassed Areas L-12
Section L.05 Seed Stabilizers L-13
Section L.06 Planting L-17
 Section L.07 Extended Establishment Period L-25
Section L.08 Tree and Shrub Trimming L-28
Section L.09 Selective Clearing L-29
Section L.10 Tree and Shrub Root Pruning L-30
Section L.11 Tree and Shrub Protection Device L-32
Section L.12 Tree Cut -Out Paving L-34
Section L.13 Tree Wells and Tree Walls L-35
Section L.14 Herbicide L-37
Section M.01 Borrow and Aggregates M -1
Section M.02 Portland Cement Concrete M-6
Section M.03 Bituminous Pavements M-15
Section M.04 Drainage M-19
Section M.05 Metals M -24
Section M.06 Paint M-33
Section M.07 Sheet Piling and Piles M -35
Section M.08 Fence and Guardrail M-38
Section M.09 Curbing M-41
Section M.10 Dust Control, Riprap, Stone Walls, Cobblestones, Flagstones, Highway Bounds M-45
Section M.11 Timber M-47
Section M.12 Waterproofing, Dampproofing and Sealers M-49
Section M.13 Bridge Bearings M-53
Section M.14 Stone for Masonry M-55
Section M.15 Traffic Control Systems M-56
Section M.16 Signs and Sign Supports M-69
Section M.17 Pavement Markings M-85
Section M.18 Landscaping Materials M-91
 SECTION 401 - HOT MIXED ASPHALT PAVEMENT
 SECTION 701 - PORTLAND CEMENT AND PORTLAND CEMENT CONCRETE
 SECTION 101 DEFINITIONS AND TERMS
 SECTION 102 BIDDING REQUIREMENTS AND CONDITIONS
 SECTION 103 AWARD AND EXECUTION OF CONTRACT
 SECTION 104 SCOPE OF WORK
 SECTION 105 CONTROL OF WORK
SECTION 106 CONTROL OF MATERIAL
 SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 SECTION 108 PROSECUTION AND PROGRESS
SECTION 109 MEASUREMENT AND PAYMENT
 SECTION 201 CLEARING AND GRUBBING
 SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 SECTION 203 ROADWAY AND DRAINAGE EXCAVATION
 SECTION 204 STRUCTURE EXCAVATION
 SECTION 205 EMBANKMENT CONSTRUCTION
 SECTION 206 EMBANKMENT IN-PLACE
SECTION 207 OVERHAUL
 SECTION 208 SUBGRADE
 SECTION 209 SHOULDERS AND SLOPES
SECTION 210 FLOWABLE FILL
 SECTION 301 CEMENT MODIFIED SUBBASE
 SECTION 302 SOIL-AGGREGATE SUBBASE COURSE
 SECTION 303 SAND-CLAY BASE COURSE
 SECTION 304 COQUINA SHELL BASE COURSE
 SECTION 305 GRADED AGGREGATE BASE COURSE
 SECTION 307 CEMENT STABILIZED EARTH BASE COURSE
 SECTION 308 CEMENT STABILIZED AGGREGATE BASE COURSE
 SECTION 309 HOT MIX SAND ASPHALT BASE COURSE
 SECTION 310 HOT MIX ASPHALT AGGREGATE BASE COURSE
 SECTION 401 HOT MIXED ASPHALT PAVEMENT
 SECTION 402 HOT MIX ASPHALT BINDER COURSE
 SECTION 403 HOT MIX ASPHALT SURFACE COURSE
 SECTION 404 COLD MIX ASPHALT BINDER COURSE
 SECTION 405 COLD MIX ASPHALT SURFACE COURSE
 SECTION 406 BITUMINOUS SURFACING (DOUBLE TREATMENT), TYPES 1, 2, AND 3 AND CLASS A SPECIAL
 SECTION 407 BITUMINOUS SURFACING (SINGLE TREATMENT) TYPES 1, 2, AND 3
 SECTION 408 BITUMINOUS SURFACING (TRIPLE TREATMENT) TYPES 1 AND 2
 SECTION 501 PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 502 CONCRETE PAVEMENT PATCHING
 SECTION 503 GRINDING AND TEXTURING EXISTING CONCRETE PAVEMENT
 SECTION 504 CLEANING AND RESEALING OF JOINTS IN PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 505 ROUTING, CLEANING, AND SEALING OF RANDOM CRACKS IN PORTLAND CEMENT CONCRETE PAVEMENTS
 SECTION 601 WORK ZONE TRAFFIC CONTROL
 SECTION 602 TRAFFIC CONTROL DEVICES IN THE WORK ZONE
 SECTION 603 WORK ZONE TRAFFIC CONTROL PROCEDURES
 SECTION 604 PERMANENT PAVEMENT MARKINGS
 SECTION 605 PERMANENT RAISED PAVEMENT MARKERS
 SECTION 607 PERMANENT TERMINAL IMPACT ATTENUATOR
 SECTION 608 PERMANENT SIGNING
 SECTION 701 PORTLAND CEMENT AND PORTLAND CEMENT CONCRETE
 SECTION 702 CONCRETE STRUCTURES
 SECTION 703 REINFORCING STEEL
 SECTION 704 PRESTRESSED CONCRETE
 SECTION 705 BRIDGE RAILING
 SECTION 706 WOOD PRODUCTS FOR USE IN HIGHWAY CONSTRUCTION
 SECTION 707 PRESERVATIVE TREATMENT OF WOOD PRODUCTS
 SECTION 708 HARDWARE
 SECTION 709 STRUCTURAL STEEL
 SECTION 710 PAINT FOR STRUCTURAL STEEL
 SECTION 711 DRIVEN PILE FOUNDATIONS
 SECTION 712 DRILLED SHAFTS AND DRILLED PILE FOUNDATIONS
 SECTION 713 MECHANICALLY STABILIZED EARTH RETAINING WALL (SEGMENTAL BLOCK)
 SECTION 714 PIPE CULVERTS
 SECTION 715 STRUCTURAL PLATE PIPE STRUCTURAL PLATE PIPE-ARCH AND STRUCTURAL PLATE ARCH CULVERTS
 SECTION 716 SEWERS
 SECTION 717 RE-LAID PIPE CULVERTS
 SECTION 718 BRICK MASONRY RUBBLE MASONRY AND CONCRETE BLOCK MASONRY
 SECTION 719 CATCH BASINS DROP INLETS MANHOLES JUNCTION BOXES AND SPRING BOXES
 SECTION 720 CONCRETE CURB CONCRETE GUTTER CONCRETE CURB AND GUTTER CONCRETE SIDEWALK CONCRETE DRIVEWAY AND CONCRETE MEDIAN
 SECTION 721 BITUMINOUS CURB
 SECTION 722 PRECAST CONCRETE BOX CULVERTS
 SECTION 723 DECK JOINT STRIP SEAL
 SECTION 724 ELASTOMERIC BEARINGS
 SECTION 725 SHOP PLANS AND WORKING DRAWINGS FOR STRUCTURES
 SECTION 726 BRIDGE DECK REHABILITATION
 SECTION 801 AGGREGATE UNDERDRAINS
 SECTION 802 PIPE UNDERDRAINS
 SECTION 803 PIPE SLOPE DRAINS
 SECTION 804 RIP-RAP AND SLOPE PROTECTION
 SECTION 805 GUARDRAIL
 SECTION 806 FENCE
 SECTION 807 RESET FENCE
 SECTION 808 RELOCATION OF STRUCTURES AND OTHER ITEMS (MOVING ITEMS)
 SECTION 809 RIGHT OF WAY MARKERS
 SECTION 810 SEEDING
 SECTION 811 PLANTING TREES, SHRUBS, VINES, AND GROUNDCOVERS
 SECTION 812 SPRIGGING
 SECTION 813 SODDING
 SECTION 814 WATERPROOFING
 SECTION 815 EROSION CONTROL
 SECTION 816 SEDIMENT CONTROL BASINS AND STORM WATER DETENTION PONDS
 SECTION 320 ASPHALT CONCRETE, GENERAL
 SECTION 380 PORTLAND CEMENT CONCRETE PAVEMENT
 Section 1 - Definitions & Terms
SECTION 1 DEFINITIONS AND TERMS
 Section 2 - Bidding Requirements & Conditions
 Section 2 - Bidding Requirements & Conditions
Section 3 - Award & Execution of Contract
Section 3 - Award and Execution of Contract
 Section 4 - Scope of Work
 Section 4 - Scope of Work
Section 5 - Control of Work
 Section 5 - Control of Work
Section 6 - Control of Material
 Section 6 - Control of Material
 Section 7 - Legal Relations & Responsibility to the Public
Section 7 - Legal Relations & Responsibility to Public
 Section 8 - Prosecution & Progress
 Section 8 - Prosecution and Progress
Section 9 - Measurement & Payment
Section 9 - Measurement and Payment
100 - Clearing & Grubbing
100 - Clearing & Grubbing
110 - Removal of Structures & Obstructions
110 - Removal of Structures & Obstructions
 120 - Roadway & Drainage Excavation & Embankment Construction
120 - Roadway & Drainage Excavation & Embankment Construction
 205 - Dust Control
205 - Dust Control
 210 - Roadway Shaping
210 - Ordinary Roadway Shaping
 230 - Salvaging, Stockpiling & Placing Topsoil
230 - Salvaging, Stockpiling & Placing Topsoil
 240 - Obliterating Old Roads
240 - Obliterating Old Roads
 250 - Incidental Work
250 - Incidental Work
260 - Granular Bases & Surfacing
260 - Granular Bases & Surfacing
 270 - Salvaging, Processing & Stockpiling Granular Base & Asphalt Concrete Mix Materials
 280 - Process In Place Surfacing
 320 - Asphalt Concrete, General
320 - Asphalt Concrete, General
321 - Asphalt Concrete, Class D, E, G
321 - Asphalt Concrete, Class D
322 - Asphalt Concrete, Class E
 323 - Asphalt Concrete, Class G
324 - Asphalt Concrete Composite
324 - Asphalt Concrete Composite
325 - Asphalt Concrete, Class S
325 - Asphalt Concrete, Class S
 326 - Asphalt Concrete, Class HR
326 - Asphalt Concrete, Class HR
 327 - Salvage, Process & Stockpile Granular Base & Asphalt Concrete Mix Materials
330 - Prime, Tack, Fog, & Flush Seal Coats
330 - Prime, Tack & Flush Seal Coats
332 - Cold Milling Asphalt Concrete
 332 - Cold Milling Asphalt
350 - Asphalt Concrete Crack Sealing
 350 - Asphalt Concrete Crack Sealing (New Section)
360 - Asphalt Surface Treatment
360 - Asphalt Surface Treatment
370 - Cold Recycling of Asphalt Concrete
 370 - Cold Recycling of Asphalt Concrete (New Section)
380 - Portland Cement Concrete Pavement
380 - Portland Cement Concrete Pavement
 390 - Concrete Spall Repair
 390 - Concrete Spall Repair (New Section)
391 - Undersealing
 391 - Undersealing (New Section)
 392 - Pavement Jacking
 392 - Pavement Jacking (New Section)
393 - Cracking & Seating of PCC Pavement
 393 - Cracking & Seating of PCC Pavement (New Section)
410 - Steel Structures
410 - Steel Structures
411 - Shop Painting
411 - Bridge Painting
412 - Bridge Field Painting, Repainting, & Paint Residue Containment
412 - Bridge Repainting & Residue Containment
 420 - Structure Excavation
 420 - Structure Excavation for Box Culverts & Bridges
421 - Box, Pipe, & Plate Pipe Culvert Undercutting
421 - Box, Pipe, and Plate Pipe Culvert Undercutting
422 - Drainage Fabric Protection for Reinforced Concrete Box Culvert
422 - Drainage Fabric Protection for Reinforced Concrete Box Culvert
 423 - Temporary Works
 423 - Temporary Works (New Section)
430 - Bridge End Backfill
430 - Bridge End Backfill
440 - Structural Plate Pipe & Pipe Arches
440 - Structural Plate Pipe and Pipe Arches
 450 - Pipe Culverts
450 - Pipe Culverts
460 - Structural Concrete
460 - Structural Concrete
461 - Oil Treatment for Concrete Surfaces
462 - Concrete for Incidental Construction - Class M (I)
462 - Concrete for Incidental Construction - Class M (I)
463 - Polymer Modified Asphalt Growth Joint & Asphalt Bridge Joint
 463 - Polymer Modified Asphalt Growth Joint & Asphalt Bridge Joint (New Section)
465 - Drilled Shaft Construction
 465 - Drilled Shaft Construction (New Section)
470 - Railing
470 - Railing
480 - Reinforcing Steel
480 - Reinforcing Steel
490 - Prestressed Concrete Beams
 491 - Epoxy Chip Seal
 510 - Timber, Prestressed, & Steel Piles
510 - Steel Sheeting, Timber, Steel and Sheet Piles
530 - Galvanized Metal Bin-Type Retaining Walls
530 - Galvanized Metal Bin-Type Retaining Walls
550 - Bridge Deck Preparation & Resurfacing
550 - Bridge Deck Preparation & Resurfacing
 560 - Precast/Prestressed Concrete
 560 - Precast Concrete Box Culvert
570 - Drainage Structure Options
570 - Drainage Structure Options
 600 - Field Laboratory
600 - Field Laboratory
601 - Haul Roads
601 - Haul Roads
605 - Fly Ash
605 - Fly Ash
 610 - Cattle Guards
610 - Cattle Guards
620 - Right-of-Way Fencing
620 - Right-of-Way Fencing
621 - Chain Link Fencing
621 - Chain Link Fencing
 629 - Three Cable Guardrail
629 - Three Cable Guardrail
630 - Steel Beam Guardrail
630 - Steel Beam Guardrail
631 - Right-of-Way Monuments
631 - Right-of-Way Monuments
 632 - Highway Signs & Delineators
632 - Highway Signs & Delineators
633 - Pavement Marking
633 - Pavement Marking
634 - Traffic Control
634 - Traffic Control
 635 - Traffic Signals & Roadway Lighting
635 - Traffic Signals & Roadway Lighting
650 - Concrete Curb & Gutter
650 - Concrete Curb & Gutter
651 - Concrete Sidewalk
651 - Concrete Sidewalk
 670 - Drop Inlets
670 - Drop Inlets
671 - Manholes
671 - Manholes
680 - Underdrains
680 - Underdrains
700 - Riprap
700 - Riprap
720 - Bank & Channel Protection Gabions
 720 - Bank & Channel Protection
730 - Seeding
730 - Seeding
731 - Fertilizing
731 - Fertilizing
732 - Mulching
732 - Mulching
733 - Sodding
733 - Sodding
 734 - Erosion Control & Water Pollution Control
734 - Erosion Control & Water Pollution Control
740 - Crushed Aggregate for Maintenance Stockpiles
740 - Crushed Aggregate for Maintenance Stockpiles
 1010 - Reinforcement
1010 - Reinforcement
1030 - Gabions
1030 - Gabions
 1040 - Steel Sheet Piling
1040 - Steel Sheet Piling
1050 - Steel Sheeting
1050 - Steel Sheeting
750 - Portland Cement / 751 - Air-Entraining Admixtures / 752 - Chemical Admixtures for Concrete
750 - Portland Cement
753 - Fly Ash
753 - Fly Ash
 760 - Hydrated Lime
760 - Hydrated Lime
 770 - Calcium Chloride / 780 - Sodium Chloride / 790 - Water for Use in Portland Cement Concrete
 770 - Calcium Chloride
 800 - Fine Aggregate for Use in Portland Cement Concrete
800 - Fine Aggregate for Use in Portland Cement Concrete
 805 - Cover Aggregate for Epoxy Chip Seals
 810 - Masonry Mortar Sand & Epoxy Resin Mortar Sand
810 - Masonry Mortar Sand & Epoxy Resin Mortar Sand
820 - Coarse Aggregate for Use in Portland Cement Concrete
820 - Coarse Aggregate for Use in Portland Cement Concrete
821 - Concrete Curing Materials
821 - Concrete Curing Materials
830 - Riprap
830 - Riprap
831 - Geotextile & Impermeable Plastic Membrane
 831 - Geotextile and Impermeable Plastic Membrane
840 - Crushed Aggregate for Maintenance Stockpiles
 840 - Crushed Aggregate for Maintenance Stockpiles
850 - Select Granular Backfill
850 - Select Granular Backfill
 860 - Preformed Expansion Joint Filler for Concrete
 860 - Preformed Expansion Joint Filler for Concrete 870 - Concrete Joint Sealer 879 - Blotting Sand
870 - Concrete Joint Sealer
870 - Concrete Joint Sealer
879 - Blotting Sand
879 - Blotting Sand
880 - Aggregates for Asphalt Concrete
880 - Aggregates for Asphalt Concrete
881 - Aggregates for Asphalt Surface Treatments
 881 - Aggregates for Asphalt Surface Treatment
882 - Aggregates for Granular Bases & Surfacing
882 - Aggregates for Granular Bases and Surfacing
883 - Clay
883 - Clay
890 - Asphalt Material
890 - Asphalt Material
891 - Dust Control Chlorides
891 - Dust Control Chlorides
892 - Oil for Treatment of Concrete Surfaces
920 - Right-of-Way Fence
920 - Right-of-Way Fence
930 - Chain Link Fence
930 - Chain Link Fence
960 - Timber Piling
960 - Timber Piling
970 - Steel Structures Material
970 - Steel Structure Material
971 - Structural Steel Material
971 - Structural Steel Material
 972 - Bolts
980 - Paint
980 - Paint
981 - Glass Beads
981 - Glass Beads
982 - Materials for Highway Signs & Delineators
982 - Materials for Highway Signs & Delineators
 983 - Cold Applied Plastic Pavement Marking & Legends
 983 - Cold Applied Thermoplastic Pavement Marking and Legends
984 - Traffic Control Devices
984 - Traffic Control Devices
985 - Traffic Signals & Roadway Lighting
985 - Traffic Signals & Roadway Lighting
990 - Pipe Culverts & Drainage Tubing
990 - Pipe Culverts & Drainage Tubing
SECTION 407 - BITUMINOUS PLANT MIX PAVEMENTS - (GENERAL)
 SECTION 501 - PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 604 - CONCRETE STRUCTURES
 Supplemental Specifications - Section 100 of the Standard Specifications for Road and Bridge Construction March 1, 1995
 SECTION 101-DEFINITIONS AND TERMS
 SECTION 102-BIDDING REQUIREMENTS AND CONDITIONS
 SECTION 103-AWARD AND EXECUTION OF CONTRACT
 SECTION 104-SCOPE OF WORK
 SECTION 105-CONTROL OF WORK
 SECTION 106-CONTROL OF MATERIALS
 SECTION 107-LEGAL RELATIONS AND RESPONSIBILITY
 SECTION 108-PROSECUTION AND PROGRESS
 SECTION 109-MEASUREMENT AND PAYMENT
 Supplemental Specifications - Section 200 of the Standard Specifications for Road and Bridge Construction March 1, 1995
 SECTION 201-CLEARING AND GRUBBING
 SECTION 202-REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 SECTION 203-EXCAVATION AND UNDERCUTTING
 SECTION 204-STRUCTURE EXCAVATION, FOUNDATION PREPARATION AND BACKFILL
 SECTION 205-EMBANKMENTS
 SECTION 206-FINAL DRESSING
 SECTION 207-SUBGRADE CONSTRUCTION AND PREPARATION
 SECTION 208-SHOULDERS AND DITCHES
 SECTION 209-PROJECT EROSION AND SILTATION CONTROL
 Supplemental Specifications - Section 300 of the Standard Specifications for Road and Bridge Construction March 1, 1995
 SECTION 302-SUBGRADE TREATMENT (LIME)
 SECTION 303-MINERAL AGGREGATE BASE
 SECTION 304-SOIL-CEMENT BASE
 SECTION 306-PORTLAND CEMENT CONCRETE BASE
 SECTION 307-BITUMINOUS PLANT MIX BASE (HOT MIX)
 SECTION 308-BITUMINOUS COATED AGGREGATE BASE (PLANT MIX)
 SECTION 309-AGGREGATE-CEMENT BASE COURSE
 SECTION 310-CONDITIONING MINERAL AGGREGATE BASE
 SECTION 312-AGGREGATE-LIME-FLY ASH STABILIZED BASE COURSE
 SECTION 313-TREATED PERMEABLE BASE
 Supplemental Specifications - Section 400 of the Standard Specifications for Road and Bridge Construction March 1, 1995
SECTION 401-MINERAL AGGREGATE SURFACE
 SECTION 402-PRIME COAT
 SECTION 403-TACK COAT
 SECTION 404-DOUBLE BITUMINOUS SURFACE TREATMENT
 SECTION 405-BITUMINOUS SEAL COAT
 SECTION 407-BITUMINOUS PLANT MIX PAVEMENTS-(GENERAL)
 SECTION 410-BITUMINOUS PLANT MIX SURFACE COURSE (COLD MIX)
 SECTION 411-ASPHALTIC CONCRETE SURFACE (HOT MIX)
 SECTION 412-SAND ASPHALT SURFACE COURSE
 SECTION 414-EMULSIFIED ASPHALT SLURRY SEAL AND MICRO-SURFACING
 SECTION 415-COLD PLANING OF BITUMINOUS PLANT MIX PAVEMENTS
 Supplemental Specifications - Section 500 of the Standard Specifications for Road and Bridge Construction March 1, 1995
 SECTION 501-PORTLAND CEMENT CONCRETE PAVEMENT
 Supplemental Specifications - Section 600 of the Standard Specifications for Road and Bridge Construction March 1, 1995
 SECTION 601-TIMBER STRUCTURES
 SECTION 602-STEEL STRUCTURES
 SECTION 603-PAINTING
 SECTION 604-CONCRETE STRUCTURES
 SECTION 605-WATERPROOFING
 SECTION 606-PILING
 SECTION 607-PIPE CULVERTS AND STORM SEWERS
 SECTION 608-SANITARY SEWERS
 SECTION 609-PIPE REMOVED AND RELAID
 SECTION 610-PIPE DRAINS
 SECTION 611-MANHOLES, CATCHBASINS, INLETS AND PIPE END WALLS
 SECTION 612-STONE MASONRY
 SECTION 613-BRICK MASONRY
 SECTION 614-PRECAST CONCRETE BRIDGE DECKS
 SECTION 615-PRECAST-PRESTRESSED CONCRETE BRIDGE MEMBERS
 SECTION 616-POSTTENSIONED PRESTRESSED CONCRETE
 SECTION 617-BRIDGE DECK SEALANT
 SECTION 619-POLYMER MODIFIED CONCRETE BRIDGE DECK OVERLAY FOR NEW AND EXISTING BRIDGES
 SECTION 620-BRIDGE RAILINGS
 SECTION 621-TEMPORARY STRUCTURES
 SECTION 622-PNEUMATICALLY PLACED CONCRETE
 Supplemental Specifications - Section 700 of the Standard Specifications for Road and Bridge Construction March 1, 1995
 SECTION 701-CEMENT CONCRETE SIDEWALKS, DRIVEWAYS AND MEDIAN PAVEMENT
 SECTION 702-CEMENT CONCRETE CURB, GUTTER, AND COMBINED CURB AND GUTTER
 SECTION 703-CEMENT CONCRETE DITCH PAVING
 SECTION 704-RUBBLE GUTTER, PLAIN AND GROUTED
 SECTION 705-GUARD RAIL
 SECTION 706-GUARD RAIL ADJUSTED, REMOVED AND RESET
 SECTION 707-FENCES
 SECTION 708-MONUMENTS AND MARKERS
 SECTION 709-RIPRAP AND SLOPE PAVEMENT
 SECTION 710-UNDERDRAINS
 SECTION 711-CONCRETE MEDIAN BARRIER
 SECTION 712-TEMPORARY TRAFFIC CONTROL
 SECTION 713-HIGHWAY SIGNING
 SECTION 714-ROADWAY AND STRUCTURE LIGHTING
 SECTION 715-ASPHALTIC CONCRETE CURB (HOT MIX)
 SECTION 716-PAVEMENT MARKINGS
 SECTION 717-MOBILIZATION OF FORCES, SUPPLIES AND EQUIPMENT
 SECTION 730-TRAFFIC SIGNALS
 Supplemental Specifications - Section 800 of the Standard Specifications for Road and Bridge Construction March 1, 1995
 SECTION 801-SEEDING
 SECTION 802-LANDSCAPE PLANTING
 SECTION 803-SODDING
 SECTION 804-SPRIGGING OF CROWN VETCH
 SECTION 805-EROSION CONTROL BLANKETS
 Supplemental Specifications - Section 900 of the Standard Specifications for Road and Bridge Construction March 1, 1995
 SECTION 901-HYDRAULIC CEMENT
 SECTION 903-AGGREGATES
 SECTION 904-BITUMINOUS MATERIALS
 SECTION 905-JOINT MATERIALS
 SECTION 906-DAMPPROOFING AND WATERPROOFING MATERIALS
 SECTION 907-CONCRETE REINFORCEMENT
 SECTION 908-STRUCTURAL STEEL AND APPURTENANT MATERIALS
 SECTION 909-FENCE, GUARD RAIL AND BARRIER
 SECTION 910-PAINT
 SECTION 911-TIMBER AND TIMBER PILES
 SECTION 912-BRICK
 SECTION 913-CEMENT CONCRETE CURING MATERIALS
 SECTION 914-NON-METALLIC PIPE
 SECTION 915-METALLIC PIPE
 SECTION 916-HIGHWAY SIGNING MATERIALS
 SECTION 917-ROADWAY AND STRUCTURE LIGHTING MATERIALS
 SECTION 918-MISCELLANEOUS MATERIALS
 testing again
 testing again
 this is a test
 1. Definition of Terms
 2. Instructions to Bidders
 3. Award and Execution of Contract
 4. Scope of Work
 5. Control of the Work
 6. Control of Materials
 7. Legal Relations and Responsibilities to the Public
 8. Prosecution and Progress
 9. Measurement and Payment
 100. Preparing Right of Way
 103. Disposal of Wells
 104. Removing Concrete
 105. Removing Stabilized Base And/Or Asphaltic Pavement
 106. Obliterating Abandoned Road
 110. Excavation
 112. Subgrade Widening
 132. Embankment
 134. Backfilling Pavement Edges
 150. Blading
 152. Road Grader Work
 154. Scraper Work
 156. Bulldozer Work
 158. Specialized Excavation Work
 160. Furnishing and Placing Topsoil
 162. Sodding for Erosion Control
 164. Seeding for Erosion Control
 166. Fertilizer
 168. Vegetative Watering
 169. Soil Retention Blanket
 170. Irrigation System
 180. Wildflower Seeding
 192. Roadside Planting and Establishment
 193. Landscape Maintenance
 204. Sprinkling
 210. Rolling (Flat Wheel)
 211. Rolling (Tamping)
 212. Rolling (Heavy Tamping)
 213. Rolling (Pneumatic Tire)
 214. Rolling (Heavy Pneumatic Tire)
 215. Rolling (Grid)
 216. Rolling (Proof)
 217. Rolling (Vibratory)
 247. Flexible Base
 251. Reworking Base Material
 260. Lime Treatment for Materials Used as Subgrade (Road Mixed)
 262. Lime Treatment for Base Courses (Road Mixed)
 263. Lime Treated Base (Plant Mixed)
 264. Lime and Lime Slurry
 265. Lime-Fly Ash (LFA) Treatment for Materials Used as Subgrade
 266. Lime-Fly Ash (LFA) Treatment for Base Courses (Road Mixed)
 275. Portland Cement Treated Materials (Road Mixed)
 276. Portland Cement Treated Base (Plant Mixed)
 300. Asphalts, Oils and Emulsions
 301. Asphalt Antistripping Agents
 302. Aggregates for Surface Treatments
 303. Aggregate for Surface Treatments (Lightweight)
 305. Salvaging, Hauling and Stockpiling Reclaimable Asphaltic Pavement
 310. Prime Coat (Cutback Asphaltic Material)
 312. Prime Coat (Cutback Asphaltic Material and Sand)
 314. Emulsified Asphalt Treatment
 315. Emulsified Asphalt Seal
 316. Surface Treatments
 318. Hot Asphalt-Rubber Surface Treatments
 330. Limestone Rock Asphalt Pavement (Class A)
 332. Limestone Rock Asphalt Pavement (Class B)
 334. Hot Mix-Cold Laid Asphaltic Concrete Pavement
 340. Hot Mix Asphaltic Concrete Pavement
 342. Plant Mix Seal
 345. Asphalt Stabilized Base (Plant Mix)
 351. Repairing Existing Flexible Pavement Structure
 352. Cleaning and/or Sealing Joints and Cracks (Asphaltic Concrete)
 354. Planing and/or Texturing Pavement
 356. Fabric Underseal
 358. Asphaltic Concrete Surface Rehabilitation
 360. Concrete Pavement
 361. Full-Depth Repair of Existing Concrete Pavement
 368. Terminal Anchorage Lugs (Concrete Pavement)
 400. Excavation and Backfill for Structures
 402. Trench Excavation Protection
 403. Temporary Special Shoring
 404. Driving Piling
 405. Foundation Test Load
 406. Timber Piling
 407. Steel Piling
 409. Prestressed Concrete Piling
 416. Drilled Shaft Foundations
 420. Concrete Structures
 421. Portland Cement Concrete
 422. Reinforced Concrete Slab
 423. Retaining Wall
 424. Precast Concrete Structures (Fabrication)
 425. Prestressed Concrete Structural Members
 426. Prestressing
 427. Surface Finishes for Concrete
 428. Concrete Surface Treatment
 430. Extending Concrete Structures
 431. Pneumatically Placed Concrete
 432. Riprap
 433. Joint Sealants and Fillers
 434. Sliding Elastomeric Bearings
 435. Elastomeric Materials
 437. Concrete Admixtures
 438. Cleaning And/Or Sealing Joints and Cracks (Portland Cement Concrete)
 439. Concrete Overlay of Structure Decks
 440. Reinforcing Steel
 441. Steel Structures
 442. Metal for Structures
 443. Permanent Metal Deck Forms
 444. Bridge Protective Assembly
 445. Galvanizing
 446. Cleaning, Paint and Painting
 447. Structural Bolting
 448. Structural Field Welding
 449. Anchor Bolts
 450. Railing
 452. Removing Railing
 453. Temporary Railing
 454. Sealed Expansion Joints
 458. Waterproofing for Structures
 460. Corrugated Metal Pipe
 461. Structural Plate Structures
 462. Concrete Box Culverts and Sewers
 464. Reinforced Concrete Pipe
 465. Manholes and Inlets
 466. Headwalls and Wingwalls
 467. Safety End Treatment
 471. Frames, Grates, Rings and Covers
 472. Removing and Relaying Culvert and Storm Sewer Pipe
 473. Laying Culvert and Storm Sewer Pipe
 474. Slotted Drain
 476. Jacking, Boring or Tunneling Pipe
 479. Adjusting Manholes and Inlets
 480. Cleaning Existing Culverts
 481. PVC Pipe for Bridge Drains
 483. Scarifying Concrete Bridge Slab
 485. Wet Sandblasting
 490. Timber Structures
 491. Timber for Structures
 492. Timber Preservative and Treatment
 495. Raising Existing Structures
 496. Removing Old Structures
 497. Disposal of Salvageable Material
 498. Plant Inspection Laboratory (Equipped)
 500. Mobilization
 502. Barricades, Signs and Traffic Handling
 504. Facilities for Field Office and Laboratory
 508. Constructing Detours
 510. One-Way Traffic Control
 512. Portable Concrete Traffic Barrier
 514. Permanent Concrete Traffic Barrier
 520. Weighing and Measuring Equipment
 522. Portland Cement Concrete Plants
 524. Hydraulic Cement
 526. Membrane Curing
 529. Concrete Curb, Gutter and Combined Curb and Gutter
 530. Driveways and Turnouts
 531. Sidewalks
 532. Concrete Erosion Retards
 534. Structure Approach Slabs
 536. Concrete Medians and Directional Islands
 538. Right of Way Markers
 540. Metal Beam Guard Fence
 542. Removing Metal Beam Guard Fence
 550. Chain Link Fence
 552. Wire Fence
 556. Pipe Underdrains
 560. Mailbox Assemblies
 575. Epoxy
 580. Project Maintenance
 585. Ride Quality for Pavement Surfaces
 610. Roadway Illumination Assemblies
 611. Removing Roadway Illumination Assemblies
 612. Relocating Roadway Illumination Assemblies
 613. High Mast Illumination Poles
 614. High Mast Illumination Assemblies
 616. Performance Testing of Lighting Systems
 618. Conduit
 620. Electrical Conductors
 622. Duct Cable
 624. Ground Boxes
 625. Zinc-Coated Steel Wire Strand
 627. Treated Timber Poles
 628. Electrical Services
 629. Removing Service Poles
 634. Plywood Signs (Type A)
 636. Aluminum Signs (Type A)
 637. Aluminum Signs (Type G)
 639. Revising Guide Sign Messages
 642. Aluminum Signs (Type O)
 643. Sign Identification Decals
 644. Small Roadside Sign Assemblies
 646. Small Roadside Sign Supports
 647. Large Roadside Sign Supports
 648. Replacing or Refurbishing Roadside Signs
 649. Removing or Relocating Roadside Sign Assemblies
 650. Overhead Sign Supports
 651. Removing Overhead Sign Supports
 652. Highway Sign Lighting Fixtures
 654. Sign Walkways
 656. Foundations for Signs, Traffic Signals and Roadway Illumination Assemblies
 658. Delineator and Object Marker Assemblies
 659. Removing Delineator and Object Marker Assemblies
 660. Winged Channel Posts
 662. Work Zone Pavement Markings
 666. Reflectorized Pavement Markings
 668. Prefabricated Pavement Markings
 672. Raised Pavement Markers
 677. Eliminating Existing Pavement Markings and Markers
 678. Pavement Surface Preparation for Markings
 680. Installation of Highway Traffic Signals
 681. Temporary Traffic Signals for Construction
 682. Vehicle and Pedestrian Signal Heads
 684. Traffic Signal Cables
 686. Traffic Signal Pole Assemblies (Steel)
 688. Traffic Signal Detectors
 SECTION 00120 - INSTRUCTIONS TO BIDDERS
 SECTION 00120 - INSTRUCTIONS TO BIDDERS
 SECTION 00515 - AWARD AND EXECUTION OF CONTRACTS
 SECTION 00515 - AWARD AND EXECUTION OF CONTRACTS
 SECTION 00555 - PROSECUTION AND PROGRESS
SECTION 00555 - PROSECUTION AND PROGRESS
 SECTION 00570 - DEFINITIONS
 SECTION 00570 - DEFINITIONS
 SECTION 00725 - SCOPE OF WORK
 SECTION 00725 - SCOPE OF WORK
 SECTION 00727 - CONTROL OF WORK
 SECTION 00727 - CONTROL OF WORK
 SECTION 00820 - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 SECTION 00820 - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 SECTION 01280 - MEASUREMENT
 SECTION 01280 - MEASUREMENT
 SECTION 01282 - PAYMENT
 SECTION 01282 - PAYMENT
 SECTION 01282M - PAYMENT
 SECTION 01284 - PROMPT PAYMENT
 SECTION 01285 - MOBILIZATION
 SECTION 01285 - MOBILIZATION
 SECTION 01315 - PUBLIC INFORMATION SERVICES
 SECTION 01315 - PUBLIC INFORMATION SERVICES
 SECTION 01355 - ENVIRONMENTAL PROTECTION
 SECTION 01355 - ENVIRONMENTAL PROTECTION
 SECTION 01452 - PROFILOGRAPH and SMOOTHNESS
 SECTION 01452 - PROFILOGRAPH and SMOOTHNESS
 SECTION 01452 - PROFILOGRAPH and SMOOTHNESS
 SECTION 01455 - MATERIALS QUALITY REQUIREMENTS
 SECTION 01455 - MATERIALS QUALITY REQUIREMENTS
 SECTION 01554 - TRAFFIC CONTROL
 SECTION 01554 - TRAFFIC CONTROL
 SECTION 01558 - TEMPORARY PAVEMENT MARKINGS
 SECTION 01558 - TEMPORARY PAVEMENT MARKINGS
 SECTION 01561 - TEMPORARY ENVIRONMENTAL FENCE
 SECTION 01561 - TEMPORARY ENVIRONMENTAL FENCE
 SECTION 01571 TEMPORARY ENVIRONMENTAL CONTROLS
 SECTION 01571 TEMPORARY ENVIRONMENTAL CONTROLS
 SECTION 01571 TEMPORARY ENVIRONMENTAL CONTROLS
 SECTION 01572 - DUST CONTROL AND WATERING
 SECTION 01572 - DUST CONTROL AND WATERING
 SECTION 01574 - ENVIRONMENTAL CONTROL SUPERVISOR
 SECTION 01574 - ENVIRONMENTAL CONTROL SUPERVISOR
 SECTION 01574 - ENVIRONMENTAL CONTROL SUPERVISOR
 SECTION 01721 - SURVEY
 SECTION 01721 - SURVEY
 SECTION 01721 - SURVEY
 SECTION 01741 - FINAL CLEANUP
 SECTION 01741 - FINAL CLEANUP
 SECTION 01891 - MOVE STREET SIGNS AND MAIL BOX ASSEMBLIES
 SECTION 01891 - MOVE STREET SIGNS AND MAIL BOX ASSEMBLIES
 SECTION 01892 - RECONSTRUCT CATCH BASIN, CLEANOUT, METER, VALVE, MANHOLE, AND MONUMENT BOXES
 SECTION 01892 - RECONSTRUCT CATCH BASIN, CLEANOUT, METER, VALVE, MANHOLE, AND MONUMENT BOXES
 SECTION 02056 - COMMON FILL
 SECTION 02056 - COMMON FILL
 SECTION 02061 - SELECT AGGREGATE
 SECTION 02061 - SELECT AGGREGATE
 SECTION 02075 - GEOTEXTILES
 SECTION 02075 - GEOTEXTILES
 SECTION 02078 - ASPHALT OVERLAY FABRIC
 SECTION 02078 - ASPHALT OVERLAY FABRIC
 SECTION 02082 - WATER METER
 SECTION 02082 - WATER METER
 SECTION 02221 - REMOVE STRUCTURE AND OBSTRUCTION
 SECTION 02221 - REMOVE STRUCTURE AND OBSTRUCTION
 SECTION 02222 - SITE DEMOLITION - PAVEMENT
 SECTION 02225 - ASPHALT SURFACING REMOVAL (STRUCTURES)
 SECTION 02225 - ASPHALT SURFACING REMOVAL (STRUCTURES)
 SECTION 02226 - REMOVE CONCRETE SLOPE PROTECTION
 SECTION 02226 - REMOVE CONCRETE SLOPE PROTECTION
 SECTION 02231 - SITE CLEARING AND GRUBBING
 SECTION 02231 - SITE CLEARING AND GRUBBING
 SECTION 02312 - GRADING FOR LANDSCAPES
 SECTION 02312 - GRADING FOR LANDSCAPES
 SECTION 02316 - ROADWAY EXCAVATION
 SECTION 02316 - ROADWAY EXCAVATION
 SECTION 02317 - STRUCTURAL EXCAVATION
 SECTION 02317 - STRUCTURAL EXCAVATION
 SECTION 02318 - DITCH EXCAVATION
 SECTION 02318 - DITCH EXCAVATION
 SECTION 02324 - COMPACTION
 SECTION 02324 - COMPACTION
 SECTION 02330 - EMBANKMENT
 SECTION 02330 - EMBANKMENT
 SECTION 02332 - EMBANKMENT FOR BRIDGE
 SECTION 02332 - EMBANKMENT FOR BRIDGE
 SECTION 02338 - REFINISH SUBGRADE
 SECTION 02338 - REFINISH SUBGRADE
 SECTION 02372 WIRE ENCLOSED RIPRAP
 SECTION 02372 WIRE ENCLOSED RIPRAP
 SECTION 02373 - RIPRAP
 SECTION 02373 - RIPRAP
 SECTION 02374 - GROUTED RIPRAP
 SECTION 02376 - EROSION CONTROL BLANKETS/CHANNEL LINERS
 SECTION 02376 - EROSION CONTROL BLANKETS/CHANNEL LINERS
 SECTION 02455 - DRIVEN PILES
 SECTION 02455 - DRIVEN PILES
 SECTION 02466 - DRILLED CAISSON
 SECTION 02466 - DRILLED CAISSON
 SECTION 02610 - PIPE, PIPE-ARCH, STRUCTURAL PLATE PIPE, AND STRUCTURAL PIPE ARCH
 SECTION 02610 - PIPE CULVERTS
 SECTION 02611 - DIVERSION BOX GATE AND FRAME
 SECTION 02611 - DIVERSION BOX GATE AND FRAME
 SECTION 02613 - CULVERT END SECTIONS
 SECTION 02613 - CULVERT END SECTIONS
 SECTION 02614 - SALVAGE AND/OR RE-LAY PIPE CULVERT AND END SECTIONS
 SECTION 02614 - SALVAGE AND/OR RELAY PIPE CULVERT AND END SECTIONS
 SECTION 02622 - UNDERDRAIN
 SECTION 02622 - UNDERDRAIN
 SECTION 02624 - APPROACH SLAB CATCH BASIN
 SECTION 02624 - APPROACH SLAB CATCH BASIN
 SECTION 02625 - APPROACH SLAB DRAIN FRAME MODIFICATION
 SECTION 02625 - APPROACH SLAB DRAIN FRAME MODIFICATION
 SECTION 02626 - DECK DRAIN MODIFICATION OR CLOSURE
 SECTION 02626 - DECK DRAIN MODIFICATION OR CLOSURE
 SECTION 02635 - GRATES, SOLID COVERS, FRAMES, AND MANHOLE STEPS
 SECTION 02635 - GRATES, SOLID COVERS, FRAMES, AND MANHOLE STEPS
 SECTION 2643 - CONCRETE-LINED DITCH
 SECTION 2643 - CONCRETE-LINED DITCH
 SECTION 02645 - PRECAST CONCRETE BOX CULVERT
 SECTION 02645 - PRECAST CONCRETE BOX CULVERT
 SECTION 02705 - PAVEMENT CUTTING
 SECTION 02705 - PAVEMENT SAWING
 SECTION 02712 - LEAN CONCRETE BASE COURSE
 SECTION 02712 - LEAN CONCRETE BASE COURSE
 SECTION 02715 - HYDRATED LIME TREATED ROADBED
 SECTION 02715 - HYDRATED LIME TREATED ROADBED
 SECTION 02721 - UNTREATED BASE COURSE (UTBC)
 SECTION 02721 - UNTREATED BASE COURSE (UTBC)
 SECTION 02741 - HOT MIX ASPHALT (HMA)
 SECTION 02741 - HOT MIX ASPHALT (HMA)
 SECTION 02743 - HOT MIX ASPHALT - BIKE AND PEDESTRIAN PATHS
 SECTION 02743 - HOT MIX ASPHALT - BIKE AND PEDESTRIAN PATHS
 SECTION 02744 - HOT MIX ASPHALT - PROCUREMENT
 SECTION 02745 - ASPHALT MATERIAL
 SECTION 02745 - ASPHALT MATERIAL
 SECTION 02745 - ASPHALT MATERIAL
 SECTION 02746 - HYDRATED LIME
 SECTION 02746 - HYDRATED LIME
 SECTION 02747 - ROAD MIX ASPHALT SURFACE COURSE
 SECTION 02748 - PRIME COAT/TACK COAT
 SECTION 02748 - PRIME COAT TACK COAT
 SECTION 02749 - ASPHALT DRIVEWAY
 SECTION 02749 - ASPHALT DRIVEWAY
 SECTION 02751 - PARTIAL DEPTH REPAIR FOR CONCRETE PAVEMENTS
 SECTION 02752 - PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 02752 - PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 02753 - FULL DEPTH SLAB REPLACEMENT FOR CONCRETE PAVEMENTS
 SECTION 02753 - FULL DEPTH SLAB REPLACEMENT FOR CONCRETE PAVEMENTS
 SECTION 02754 - DOWEL BAR RETROFIT
 SECTION 02755 - CONCRETE SLAB JACKING
 SECTION 02755 - CONCRETE SLAB JACKING
 SECTION 02761 - LONGITUDINAL RUMBLE STRIP
 SECTION 02761 - LONGITUDINAL RUMBLE STRIP
 SECTION 02762 - PLOWABLE PAVEMENT MARKER
 SECTION 02762 - PLOWABLE PAVEMENT MARKER
 SECTION 02765 - PAVEMENT MARKING PAINT
 SECTION 02765 - PAVEMENT MARKING PAINT
 SECTION 02768 - PAVEMENT MARKING MATERIALS
 SECTION 02768 - PAVEMENT MARKING MATERIALS
 SECTION 02771 - CURBS, GUTTERS, DRIVEWAYS, PEDESTRIAN ACCESS RAMPS, AND PLOWABLE END SECTIONS
 SECTION 02771 - CURBS, GUTTERS, DRIVEWAYS, PEDESTRIAN ACCESS RAMPS, AND PLOWABLE END SECTIONS
 SECTION 02773 - ASPHALT CONCRETE CURB
 SECTION 02773 - ASPHALT CONCRETE CURB
 SECTION 02776 - CONCRETE SIDEWALK, MEDIAN FILLER, AND FLATWORK
 SECTION 02776 - CONCRETE SIDEWALK, MEDIAN FILLER, AND FLATWORK
 SECTION 02785 - CHIP SEAL COAT
 SECTION 02785 - CHIP SEAL COAT
 SECTION 02785M - CHIP SEAL COAT
 SECTION 02786 - OPEN-GRADED SURFACE COURSE (OGSC)
 SECTION 02786 - OPEN-GRADED SURFACE COURSE (OGSC)
 SECTION 02812 - PRESSURIZED IRRIGATION SYSTEMS
 SECTION 02821 - CHAIN LINK FENCING AND GATES
 SECTION 02812 - PRESSURIZED IRRIGATION SYSTEMS
 SECTION 02821 - CHAIN LINK FENCING AND GATES
 SECTION 02821 - CHAIN LINK FENCING AND GATES
 SECTION 02822 - RIGHT-OF-WAY FENCE AND GATE
 SECTION 02822 - RIGHT-OF-WAY FENCE AND GATE
 SECTION 02825 - CATTLE GUARD
 SECTION 02825 - CATTLE GUARD
 SECTION 02827 - DEER CROSSING
 SECTION 02841 - W-BEAM GUARDRAIL
 SECTION 02841 - TRAFFIC BARRIERS
 SECTION 02842 - DELINEATORS
 SECTION 02842 - DELINEATORS
 SECTION 02842 - DELINEATORS
 SECTION 02843 - CRASH CUSHIONS
 SECTION 02843 - CRASH CUSHIONS
 SECTION 02843 - CRASH CUSHIONS
 SECTION 02861 - PRECAST RETAINING/NOISE WALLS
 SECTION 02861 - PRECAST RETAINING/NOISE WALLS
 SECTION 02891 - TRAFFIC SIGNS
 SECTION 02891 - TRAFFIC SIGNS
 SECTION 02892 - TRAFFIC SIGNAL
 SECTION 02892 - TRAFFIC SIGNAL
 SECTION 02896 - BOUNDARY SURVEY
 SECTION 02896 - BOUNDARY SURVEY
 SECTION 02911 - MULCH
 SECTION 02911 - MULCH
 SECTION 02912 - TOPSOIL
 SECTION 02912 - TOPSOIL
 SECTION 02922 - SEED, TURF SEED, AND TURF SOD
 SECTION 02922 - SEED, TURF SEED, AND TURF SOD
 SECTION 02931 - POLE PLANTINGS/WILLOW CUTTINGS
 SECTION 02932 - TREES, SHRUBS, AND GROUNDCOVERS
 SECTION 02936 - VEGETATION ESTABLISHMENT PERIOD
 SECTION 02936 - VEGETATION ESTABLISHMENT PERIOD
 SECTION 02936 - VEGETATION ESTABLISHMENT PERIOD
 SECTION 02938 - TREE PRUNING
 SECTION 02938 - TREE PRUNING
 SECTION 02961 - ROTOMILLING
 SECTION 02961 - ROTOMILLING
 SECTION 02962 - IN-PLACE COLD RECYCLED ASPHALTIC BASE
 SECTION 02962 - IN-PLACE COLD RECYCLED ASPHALTIC BASE
 SECTION 02963 - PROFILE ROTOMILLING
 SECTION 02963 - PROFILE ROTOMILLING
 SECTION 02966 - RECYCLED SURFACE
 SECTION 02966 - RECYCLED SURFACE
 SECTION 02967 - SURFACE REPAVING
 SECTION 02967 - SURFACE REPAVING
 SECTION 02968 - OPTIONAL USE OF RECLAIMED ASPHALT PAVEMENT
 SECTION 02969 - OPTIONAL USE OF RECLAIMED ASPHALT PAVEMENT (PG GRADE PROJECTS ONLY)
 SECTION 02969 - OPTIONAL USE OF RECLAIMED ASPHALT PAVEMENT (PG GRADE PROJECTS ONLY)
 SECTION 02981 - GRINDING PAVEMENT
 SECTION 03055 - PORTLAND CEMENT CONCRETE
 SECTION 03055 - PORTLAND CEMENT CONCRETE
 SECTION 03152 - CONCRETE JOINT CONTROL
 SECTION 03152 - CONCRETE JOINT CONTROL
 SECTION 03211 - REINFORCING STEEL AND WELDED WIRE
 SECTION 03211 - REINFORCING STEEL AND WELDED WIRE
 SECTION 03310 - STRUCTURAL CONCRETE
 SECTION 03310 - STRUCTURAL CONCRETE
 SECTION 03311 - JOINT CLOSURE
 SECTION 03311 - JOINT CLOSURE
 SECTION 03390 - CONCRETE CURING
 SECTION 03390 - CONCRETE CURING
 SECTION 03392 - PENETRATING CONCRETE SEALER
 SECTION 03392 - PENETRATING CONCRETE SEALER
 SECTION 03412 - PRESTRESSED CONCRETE
 SECTION 03412 - PRESTRESSED CONCRETE
 SECTION 03412 - PRESTRESSED CONCRETE
 SECTION 03575 - FLOWABLE FILL
 SECTION 03575 - FLOWABLE FILL
 SECTION 03605 - APPROACH SLAB JACKING
 SECTION 03605 - APPROACH SLAB JACKING
 SECTION 03921 - PARAPET SURFACE REPAIR AND SEALING
 SECTION 03921 - PARAPET SURFACE REPAIR AND SEALING
 SECTION 03922 - DELAMINATION REPAIR
 SECTION 03922 - DELAMINATION REPAIR
 SECTION 03923 - COLUMN SEALER
 SECTION 03923 - COLUMN SEALING
 SECTION 03924 - STRUCTURAL CONCRETE REPAIR
 SECTION 03924 - STRUCTURAL CONCRETE REPAIR
 SECTION 03932 - CONCRETE SLOPE PROTECTION REPAIR
 SECTION 03932 - CONCRETE SLOPE PROTECTION REPAIR
 SECTION 03933 - PARAPET/PARAPET END MODIFICATION
 SECTION 03933 - PARAPET/PARAPET END MODIFICATION
 SECTION 03934 - STRUCTURAL POTHOLE PATCHING
 SECTION 03934 - STRUCTURAL POTHOLE PATCHING
 SECTION 03935 - EPOXY INJECTION AND SEALING
 SECTION 03935 - EPOXY INJECTION AND SEALING
 SECTION 05120 - STRUCTURAL STEEL
 SECTION 05120 - STRUCTURAL STEEL
 SECTION 05822 - EXPANSION BEARINGS
 SECTION 05831 - EXPANSION JOINT MODIFICATION
 SECTION 05832 - EXPANSION JOINT
 SECTION 05120 - STRUCTURAL STEEL
 SECTION 05822 - EXPANSION BEARINGS
 SECTION 05831 - EXPANSION JOINT MODIFICATION
 SECTION 05832 - EXPANSION JOINT
 SECTION 06055 - TIMBER AND TIMBER TREATMENT
 SECTION 06055 - TIMBER AND TIMBER TREATMENT
 SECTION 06055M - TIMBER AND TIMBER TREATMENT
 SECTION 07105 - WATERPROOFING MEMBRANE
 SECTION 07105 - WATERPROOFING MEMBRANE
 SECTION 07921 SEALING EXISTING CONCRETE SLOPE PROTECTION JOINTS
 SECTION 07921 SEALING EXISTING CONCRETE SLOPE PROTECTION JOINTS
 SECTION 07922 - RELIEF JOINT CRACK SEALING
SECTION 07922 - RELIEF JOINT CRACK SEALING
 SECTION 09972- PAINTING FOR STRUCTURAL STEEL
 SECTION 09972- PAINTING FOR STRUCTURAL STEEL
 SECTION 09991 - CLEANING AND REPAINTING STRUCTURAL STEEL
 SECTION 09991 - CLEANING AND REPAINTING STRUCTURAL STEEL
 SECTION 09992 - CLEANING AND OVERCOATING STRUCTURAL STEEL
SECTION 09992 - CLEANING AND OVERCOATING STRUCTURAL STEEL
 SECTION 13551 - GENERAL ATMS REQUIREMENTS
 this is a test again
 SECTION 13551 - GENERAL ATMS REQUIREMENTS
 SECTION 13552 - RAMP METER SIGNALS AND SIGNING
 this is a test again
 SECTION 13552 - RAMP METER SIGNALS AND SIGNING
 SECTION 13553 - ATMS CONDUIT
 this is a test again
 SECTION 13553 - ATMS CONDUIT
 SECTION 13554 - POLYMER CONCRETE JUNCTION BOX
this is a test again
 SECTION 13554 - POLYMER CONCRETE JUNCTION BOX
 SECTION 13555 - ATMS CABINET
 this is a test again
 SECTION 13555 - ATMS CABINET
 SECTION 13556 - CLOSED CIRCUIT TELEVISION (CCTV) ASSEMBLY
 this is a test again
 SECTION 13556 - CLOSED CIRCUIT TELEVISION (CCTV) ASSEMBLY
 SECTION 13557 - VARIABLE MESSAGE SIGN
 this is a test again
 SECTION 13561 - ATMS POWER SERVICE
 SECTION 13561 - ATMS POWER SERVICE
 SECTION 13591 - TRAFFIC MONITORING DETECTOR LOOP
 this is a test again
 SECTION 13592 - ROADWAY WEATHER INFORMATION SYSTEM - ENVIRONMENTAL SENSOR STATION (RWIS-ESS)
 this is a test again
 SECTION 13593 - WEIGH IN MOTION
 this is a test again
 SECTION 13594 - FIBER OPTIC COMMUNICATION
 this is a test again
 SECTION 13594 - FIBER OPTIC COMMUNICATION
 SECTION 13595 - ATMS INTEGRATION
 SECTION 16135 - ELECTRICAL JUNCTION BOXES
 SECTION 16135 - ELECTRICAL JUNCTION BOXES
 SECTION 16525 - HIGHWAY LIGHTING
 SECTION 16525 - HIGHWAY LIGHTING
 SECTION 16526 - ELECTRICAL WORK BRIDGES
 SECTION 16526 - ELECTRICAL WORK BRIDGES
 Section 101 - Definitions and Terms
 Section 102 - Bidding Requirements and Conditions
 Section 103 - Award and Execution of Contract
 Section 104 - Scope of Work
 Section 105 - Control of the Work
 Section 106 - Control of Material
 Section 107 - Legal Relations and Responsibility to the Public
 Section 108 - Prosecution and Progress
 Section 109 - Measurement and Payment
 Section 201 - Clearing
 Section 202 - Demolition and Disposal of Buildings
 Section 203 - Excavation and Embankments
 Section 204 - Excavation for Structures
 Section 205 - Drilling and Blasting
 Section 210 - Cold Planing
 Section 212 - Scarifying Pavements
 Section 301 - Subbase
 Section 303 - Plant Mixed Base Course
 Section 401 - Aggregate Surface Course
 Section 402 - Aggregate Shoulders
 Section 404 - Bituminous Surface Treatment
 Section 406 - Bituminous Concrete Pavement
 Section 409 - Open Graded Asphalt Friction Course
 Section 417 - Bituminous Crack Filling
 Section 501 - Structural Concrete
 Section 502 - Shoring Superstructures
 Section 503 - Preparing Subsurface for Driving Piling
 Section 504 - Furnishing Equipment for Driving Piling
 Section 505 - Piling
 Section 506 - Structural Steel
 Section 507 - Reinforcing Steel
 Section 508 - Shear Connectors
 Section 510 - Precast Concrete
 Section 511 - Structural Plate Pipes, Pipe Arches, and Arches
 Section 513 - Painting
 Section 514 - Water Repellent
 Section 516 - Expansion Devices
 Section 519 - Sheet Membrane Waterproofing
 Section 522 - Lumber and Timber
 Section 523 - Blast Cleaning of Concrete Surfaces
 Section 524 - Joint Sealer
 Section 525 - Railings
 Section 526 - Bin-Type Retaining Wall
 Section 527 - Maintenance of Traffic for Bridge Projects
 Section 528 - Temporary Bridge
 Section 529 - Removal of Structures and Bridge Pavement
 Section 530 - Epoxy Compounds
 Section 531 - Bearing Devices
 Section 601 - Culverts and Storm Drains
 Section 602 - Rubble Masonry
 Section 604 - Drop Inlets, Catch Basins, and Manholes
 Section 605 - Underdrains
 Section 607 - Roadway Patrol Maintenance
 Section 608 - Equipment Rental
 Section 609 - Dust and Ice Control
 Section 613 - Stone Fill, Riprap, and Slope Paving
 Section 616 - Curbs and Gutters
 Section 617 - Mailboxes
 Section 618 - Sidewalks
 Section 619 - Markers
 Section 620 - Fences
 Section 621 - Traffic Barriers
 Section 622 - Insulation Board
 Section 625 - Sleeves for Utilities
 Section 626 - Wells and Casings
 Section 627 - Pump and Tank Installation
 Section 628 - Sanitary Sewer Systems
 Section 629 - Water Systems
 Section 630 - Uniformed Traffic Officers and Flaggers
 Section 631 - Field Office
 Section 635 - Mobilization
 Section 641 - Traffic Control
 Section 646 - Reflectorized Pavement Markings
 Section 649 - Geotextile Fabric
 Section 651 - Turf Establishment
 Section 654 - Erosion Control with Matting
 Section 656 - Planting Trees, Shrubs, and Vines
 Section 675 - Traffic Signs
 Section 676 - Delineators
 Section 677 - Overhead Traffic Sign Supports
 Section 678 - Traffic Control Signals
 Section 679 - Street Lighting
 Section 680 - Travel Information Signs
 Section 700 - General
 Section 701 - Hydraulic Cement
 Section 702 - Bituminous Materials
 Section 703 - Soils and Borrow Materials
 Section 704 - Aggregates
 Section 705 - Masonry Units
 Section 706 - Stone for Masonry, Riprap, and Other Purposes
 Section 707 - Joint Materials
 Section 708 - Paint Materials and Mixed Paints
 Section 709 - Lumber and Timber
 Section 710 - Culverts, Storm Drains, and Sewer Pipes, Nonmetal
 Section 711 - Culverts, Storm Drains, and Sewer Pipes, Metal
 Section 712 - Cribbing Materials
 Section 713 - Reinforcing Steel and Wire Rope
 Section 714 - Structural Steel
 Section 715 - Miscellaneous Metals
 Section 719 - Epoxy Resin Materials
 Section 720 - Geotextiles
 Section 725 - Concrete Curing Materials and Admixtures
 Section 726 - Protective Coatings and Waterproofing Materials
 Section 727 - Fencing Materials
 Section 728 - Guardrail, Guide Posts, and Barriers
 Section 729 - Curb Materials
 Section 730 - Piling
 Section 731 - Bearing Pads for Structures
 Section 732 - Railing Materials
 Section 735 - Insulating Materials
 Section 740 - Water Lines and Appurtenances
 Section 741 - Wells and Pumps
 Section 742 - Disinfectants
 Section 745 - Water
 Section 746 - Calcium Chloride
 Section 747 - Sodium Chloride
 Section 750 - Traffic Signs
 Section 751 - Delineators
 Section 752 - Traffic Control Signals
 Section 753 - Highway Illumination
 Section 755 - Landscaping Materials


SECTION 101?DEFINITIONS OF ABBREVIATIONS, ACRONYMS, AND TERMS
 SECTION 102?BIDDING REQUIREMENTS AND CONDITIONS
 SECTION 103?AWARD AND EXECUTION OF CONTRACTS
 SECTION 104?SCOPE OF WORK
 SECTION 105?CONTROL OF WORK
 SECTION 106?CONTROL OF MATERIAL
 SECTION 107?LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
 SECTION 108?PROSECUTION AND PROGRESS OF WORK
 SECTION 109?MEASUREMENT AND PAYMENT
 SECTION 110?MISCELLANEOUS PROVISIONS
SECTION 200 GENERAL
 SECTION 201 MINERAL FILLER
 SECTION 202 FINE AGGREGATE
 SECTION 203 COARSE AGGREGATE
 SECTION 204 STONE FOR MASONRY, RIPRAP, POROUS BACKFILL,AND GABIONS
 SECTION 205 CRUSHER RUN AGGREGATE
 SECTION 206 LIGHTWEIGHT AGGREGATE
 SECTION 207 SELECT MATERIAL
 SECTION 208 SUBBASE AND AGGREGATE BASE MATERIAL
 SECTION 210 ASPHALT MATERIALS
 SECTION 211 ASPHALT CONCRETE
 SECTION 212 JOINT MATERIALS
 SECTION 213 DAMP-PROOFING AND WATERPROOFING MATERIALS
 SECTION 214 HYDRAULIC CEMENT
 SECTION 215 HYDRAULIC CEMENT CONCRETE ADMIXTURES
 SECTION 216 WATER FOR USE WITH CEMENT OR LIME
 SECTION 217 HYDRAULIC CEMENT CONCRETE
 SECTION 218 HYDRAULIC CEMENT MORTAR AND GROUT
 SECTION 219 RIGHT-OF-WAY MONUMENTS
 SECTION 220 CONCRETE CURING MATERIALS
 SECTION 221 GUARDRAIL
 SECTION 222 MASONRY UNITS
 SECTION 223 STEEL REINFORCEMENT
 SECTION 224 CASTINGS
 SECTION 225 STEEL FORGINGS AND STEEL SHAFTING
 SECTION 226 STRUCTURAL STEEL
 SECTION 227 STEEL GRID FLOORING
 SECTION 228 STEEL PILES
 SECTION 229 ALUMINUM ALLOY
 SECTION 230 BRONZE AND COPPER ALLOY
 SECTION 231 PAINT
 SECTION 232 PIPE AND PIPE ARCHES
 SECTION 233 GALVANIZING
 SECTION 235 RETROREFLECTORS
 SECTION 236 WOOD PRODUCTS
 SECTION 237 BEDDING MATERIAL AND BEARING PADS
 SECTION 238 ELECTRICAL AND SIGNAL COMPONENTS
 SECTION 239 SODIUM CHLORIDE AND CALCIUM CHLORIDE
 SECTION 240 LIME
 SECTION 241 FLY ASH
 SECTION 242 FENCES
 SECTION 243 EPOXY-RESIN SYSTEMS
 SECTION 244 ROADSIDE DEVELOPMENT MATERIALS
 SECTION 245 GEOSYNTHETICS
 SECTION 246 PAVEMENT MARKING
 SECTION 247 REFLECTIVE SHEETING
 SECTION 301?CLEARING AND GRUBBING
 SECTION 302?DRAINAGE STRUCTURES
 SECTION 303?EARTHWORK
 SECTION 304?CONSTRUCTING DENSITY CONTROL STRIPS
 SECTION 305?SUBGRADE AND SHOULDERS
 SECTION 306?LIME STABILIZATION
 SECTION 307?HYDRAULIC CEMENT STABILIZATION
 SECTION 308?SUBBASE COURSE
 SECTION 309?AGGREGATE BASE COURSE
 SECTION 310?TACK COAT
 SECTION 311?PRIME COAT
 SECTION 312?SEAL COAT
 SECTION 313?STABILIZED OPEN-GRADED MATERIAL
 SECTION 314?PENETRATION SURFACE COURSES
 SECTION 315?ASPHALT CONCRETE PAVEMENT
 SECTION 316?HYDRAULIC CEMENT CONCRETE PAVEMENT
 SECTION 401 STRUCTURE EXCAVATION
SECTION 402 SHEET PILES
SECTION 403 BEARING PILES
SECTION 404 HYDRAULIC CEMENT CONCRETE OPERATIONS
SECTION 405 PRESTRESSED CONCRETE
SECTION 406 REINFORCING STEEL
SECTION 407 STEEL STRUCTURES
SECTION 408 BEARING DEVICES AND ANCHORS
SECTION 409 STEEL GRID FLOORS
SECTION 410 RAILINGS AND PARAPETS
 SECTION 411 PROTECTIVE COATING OF METAL IN STRUCTURES
SECTION 412 WIDENING, REPAIRING,AND RECONSTRUCTING EXISTING STRUCTURES
SECTION 413 DISMANTLING AND REMOVING EXISTING STRUCTURES OR REMOVING PORTIONS OF EXISTING STRUCTURES
 SECTION 414 RIPRAP
 SECTION 415 CONCRETE SLOPE PROTECTION
 SECTION 416 WATERPROOFING
 SECTION 417 DAMP-PROOFING
 SECTION 418 TIMBER STRUCTURES
SECTION 419 BRIDGE CONDUIT SYSTEMS AND LIGHTING SYSTEMS
 SECTION 420 PREFORMED ELASTOMERIC JOINT SEALER
 SECTION 421 ELASTOMERIC EXPANSION DAMS
SECTION 422 NAVIGATION LIGHTS
 SECTION 501 UNDERDRAINS
 SECTION 502 INCIDENTAL CONCRETE ITEMS
 SECTION 503 RIGHT-OF-WAY MONUMENTS
 SECTION 504 SIDEWALKS, STEPS,AND HANDRAILS
 SECTION 505 GUARDRAIL AND STEEL MEDIAN BARRIERS
 SECTION 506 RETAINING WALLS
 SECTION 507 FENCES
 SECTION 508 DEMOLITION OF PAVEMENT AND OBSCURING ROADWAY
 SECTION 509 PATCHING HYDRAULIC CEMENT CONCRETE PAVEMENT
 SECTION 510 RELOCATING OR MODIFYING EXISTING MISCELLANEOUS ITEMS
 SECTION 511?ALLAYING DUST
 SECTION 512 MAINTAINING TRAFFIC
 SECTION 513 MOBILIZATION
 SECTION 514 FIELD OFFICE
 SECTION 515 PLANING PAVEMENT
 SECTION 516 DEMOLITION OF BUILDINGS AND CLEARING PARCELS
 SECTION 517 UTILITY COORDINATOR
 SECTION 518 TRAINEES ON CONSTRUCTION PROJECTS
 SECTION 519 SOUND BARRIER WALLS
 SECTION 520 WATER AND SANITARY SEWER FACILITIES
 SECTION 601 SELECTIVE TREE REMOVAL, TRIMMING, AND CLEANUP
 SECTION 602 TOPSOIL
 SECTION 603 SEEDING
 SECTION 604 SODDING
 SECTION 605 PLANTING
 SECTION 606 SOIL RETENTION COVERINGS
 SECTION 607 HERBICIDE SPRAYING
 SECTION 608 MOWING
 SECTION 609 TREE WELLS AND TREE WALLS
 SECTION 610 GABIONS
 SECTION 700 GENERAL
 SECTION 701 TRAFFIC SIGNS
 SECTION 702 DELINEATORS
 SECTION 703 TRAFFIC SIGNALS
 SECTION 704 PAVEMENT MARKINGS AND MARKERS
 SECTION 705 LIGHTING SYSTEMS
 GUIDEBOOK FOR DESIGN-BUILD HIGHWAY PROJECT DEVELOPMENT
 A + B Bidding
 Flexible Start Date
 Interim Completion Dates
 Lane Rental
 1-06 CONTROL OF MATERIAL
 5-04 ASPHALT CONCRETE PAVEMENT
 5-05 CEMENT CONCRETE PAVEMENT
 6-02 CONCRETE STRUCTURES
 1-01 DEFINITIONS AND TERMS
 1-02 BID PROCEDURES AND CONDITIONS
 1-03 AWARD AND EXECUTION OF CONTRACT
 1-04 SCOPE OF THE WORK
 1-05 CONTROL OF WORK
 1-06 CONTROL OF MATERIAL
 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
 1-08 PROSECUTION AND PROGRESS
 1-09 MEASUREMENT AND PAYMENT
 1-10 TEMPORARY TRAFFIC CONTROL
 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP
 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 2-03 ROADWAY EXCAVATION AND EMBANKMENT
 2-04 HAUL
 2-06 SUBGRADE PREPARATION
 2-07 WATERING
 2-09 STRUCTURE EXCAVATION
 2-10 DITCH EXCAVATION
 2-11 TRIMMING AND CLEANUP
 2-12 CONSTRUCTION GEOTEXTILE
 3-01 PRODUCTION FROM QUARRY AND PIT SITES
 3-02 STOCKPILING AGGREGATES
 3-03 SITE RECLAMATION
 4-02 GRAVEL BASE
 4-04 BALLAST AND CRUSHED SURFACING
 4-06 ASPHALT TREATED BASE
 5-01 SUBSEALING
 5-02 BITUMINOUS SURFACE TREATMENT
 5-04 ASPHALT CONCRETE PAVEMENT
 5-05 CEMENT CONCRETE PAVEMENT
 6-01 GENERAL REQUIREMENTS FOR STRUCTURES
 6-02 CONCRETE STRUCTURES
 6-03 STEEL STRUCTURES
 6-04 TIMBER STRUCTURES
 6-05 PILING
 6-06 BRIDGE RAILINGS
 6-07 PAINTING
 6-08 WATERPROOFING
 6-9 VACANT
 6-10 CONCRETE BARRIER
 6-11 PRECAST CONCRETE RETAINING WALL STEMS
 7-01 DRAINS
 7-02 CULVERTS
 7-03 STRUCTURAL PLATE PIPE, PIPE ARCH, ARCH, AND UNDERPASS
 7-04 STORM SEWERS
 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
 7-07 CLEANING EXISTING DRAINAGE STRUCTURES
 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS
 7-09 PIPE AND FITTINGS FOR WATER MAINS
 7-10 TRENCH EXC., BEDDING, AND BACKFILL FOR WATER MAINS
 7-11 PIPE INSTALLATION FOR WATER MAINS
 7-12 VALVES FOR WATER MAINS
 7-14 HYDRANTS
 7-15 SERVICE CONNECTIONS
 7-17 SANITARY SEWERS
 7-18 SIDE SEWERS
 7-19 SEWER CLEANOUTS
 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
 8-02 ROADSIDE PLANTING
 8-03 IRRIGATION SYSTEM
 8-04 CURBS, GUTTERS, AND SPILLWAYS
 8-05 INTEGRAL CEMENT CONCRETE CURB
 8-07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB
 8-08 RUMBLE STRIPS
 8-09 RAISED PAVEMENT MARKERS
 8-10 GUIDE POSTS
 8-11 GUARDRAIL
 8-12 CHAIN LINK FENCE AND WIRE FENCE
 8-13 MONUMENT CASES
 8-14 CEMENT CONCRETE SIDEWALKS
 8-15 RIPRAP
 8-16 CONCRETE SLOPE PROTECTION
 8-17 IMPACT ATTENUATOR SYSTEMS
 8-18 MAILBOX SUPPORT
 8-19 REDIRECTIONAL LAND FORM
 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL
 8-21 PERMANENT SIGNING
 8-22 PAVEMENT MARKING
 8-23 TEMPORARY PAVEMENT MARKINGS
 8-24 ROCK AND GRAVITY BLOCK WALL AND GABION CRIBBING
 8-25 GLARE SCREEN
 8-29 WIRE MESH SLOPE PROTECTION
 9-00 DEFINITIONS AND TESTS
 9-01 PORTLAND CEMENT
 9-02 BITUMINOUS MATERIALS
 9-03 AGGREGATES
 9-04 JOINT AND CRACK SEALING MATERIALS
 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS
 9-06 STRUCTURAL STEEL AND RELATED MATERIALS
 9-07 REINFORCING STEEL
 9-08 PAINTS
 9-09 TIMBER AND LUMBER
 9-10 PILING
 9-11 WATERPROOFING
 9-12 MASONRY UNITS
 9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK WALLS
 9-14 EROSION CONTROL AND ROADSIDE PLANTING
 9-15 IRRIGATION SYSTEM
 9-16 FENCE AND GUARDRAIL
 9-17 FLEXIBLE GUIDE POSTS
 9-18 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB
 9-19 PRESTRESSED CONCRETE GIRDERS
 9-21 RAISED PAVEMENT MARKERS (RPM)
 9-22 MONUMENT CASES
 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES
 9-24 PLASTIC WATERSTOP
 9-25 WATER
 9-26 EPOXY RESINS
 9-27 CRIBBING
 9-28 SIGNING MATERIALS AND FABRICATION
 9-29 ILLUMINATION, SIGNALS, ELECTRICAL
 9-30 WATER DISTRIBUTION MATERIALS
 9-31 ELASTOMERIC BEARING PADS
 9-32 MAILBOX SUPPORT
 9-33 CONSTRUCTION GEOTEXTILE
 9-34 PAVEMENT MARKING MATERIAL
 SECTION 101 DEFINITION OF TERMS
 SECTION 102 BIDDING REQUIREMENTS AND CONDITIONS
 SECTION 103 AWARD AND EXECUTION OF CONTRACT
 SECTION 104 SCOPE OF WORK
 SECTION 105 CONTROL OF WORK
 SECTION 106 CONTROL OF MATERIALS
 SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 SECTION 108 PROSECUTION AND PROGRESS
 SECTION 109 MEASUREMENT AND PAYMENT
 SECTION 110 MISCELLANEOUS PROVISIONS
 SUPPLEMENTAL SPECIFICATIONS - TO ACCOMPANY THE 2000 EDITION OF THE STANDARD SPECIFICATIONS
 SECTION 201 CLEARING AND GRUBBING
 SECTION 202 BUILDING DEMOLITION
 SECTION 203 DISMANTLING STRUCTURES
 SECTION 204 MOBILIZATION
 SECTION 207 EXCAVATION AND EMBANKMENT
 SECTION 212 STRUCTURE, ROCK, AND WET EXCAVATION
 SECTION 217 SPECIAL ROCK FILL
 SECTION 218 SLOPE AND FOUNDATION PROTECTION
 SECTION 219 CONTROLLED LOW-STRENGTH MATERIAL
 SECTION 229 SHOULDERS AND DITCHES
 SECTION 240 CLEANING CULVERTS, INLETS AND MANHOLES
 SECTION 307 CRUSHED AGGREGATE BASE COURSE
 SECTION 308 TRAFFIC BOUND BASE COURSE OR SHOULDER
 SECTION 311 OPEN GRADED FREE DRAINING BASE COURSE
 SECTION 314 AGGREGATE SUBBASE
 SECTION 401 HOT-MIX ASPHALT BASE, WEARING, AND PATCHING AND LEVELING COURSES
 SECTION 402 HOT-MIX ASPHALT SKID RESISTANT PAVEMENT
 SECTION 405 SURFACE TREATMENTS
 SECTION 408 TACK COAT
 SECTION 409 PRIME COAT
 SECTION 412 WINTER GRADE ASPHALT PATCHING MIXTURE
 SECTION 415 REMOVING EXISTING PAVEMENT SURFACE
 SECTION 501 PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 502 APPROACH SLABS
 SECTION 503 SEALING JOINTS AND CRACKS IN CONCRETE PAVEMENT
 SECTION 504 BITUMINOUS UNDERSEAL FOR CONCRETE PAVEMENT
 SECTION 506 CONCRETE PAVEMENT REPAIR AND HIGH EARLY STRENGTH CONCRETE PAVEMENT REPAIR
 SECTION 507 CRACK AND POTHOLE REPAIR
 SECTION 601 STRUCTURAL CONCRETE
 SECTION 602 REINFORCING STEEL
 SECTION 603 PRESTRESSED CONCRETE MEMBERS
 SECTION 604 PIPE CULVERTS
 SECTION 605 MANHOLES AND INLETS
 SECTION 606 UNDERDRAINS
 SECTION 607 GUARDRAIL
 SECTION 608 RIGHT-OF-WAY FENCE
 SECTION 609 SIDEWALKS
 SECTION 610 CURBS, COMBINATION CURBS AND GUTTERS AND MEDIANS
 SECTION 611 PRECAST CONCRETE TRAFFIC DIVIDERS
 SECTION 612 TUNNEL LINER PLATE PIPE
 SECTION 614 PILING WALLS
 SECTION 615 STEEL STRUCTURES
 SECTION 617 RAILINGS
 SECTION 618 CAST BRONZE AND ROLLED COPPER-ALLOY EXPANSION PLATES
 SECTION 619 WATERPROOFING
 SECTION 621 STEEL GRID FLOORING
 SECTION 622 TIMBER BRIDGE STRUCTURES
 SECTION 623 PNEUMATICALLY APPLIED MORTAR
 SECTION 624 PREFORMED ELASTOMERIC JOINT SEALER
 SECTION 625 DRILLED CAISSON FOUNDATIONS
 SECTION 626 RETAINING WALL SYSTEMS
 SECTION 631 ELECTRICAL WORK
 SECTION 632 HORIZONTAL DRAINS
 SECTION 633 CONCRETE GUTTER, INVERT PIPE GUTTER, OR DUMPED ROCK GUTTER
 SECTION 634 CONCRETE CRIBBING
 SECTION 635 METAL CRIBBING
 SECTION 636 MAINTAINING TRAFFIC
 SECTION 637 WATER
 SECTION 638 PROJECT MARKERS, RIGHT-OF-WAY MARKERS, AND SURVEY MARKERS
 SECTION 639 CONSTRUCTION LAYOUT STAKES
 SECTION 640 FIELD OFFICE AND STORAGE BUILDING
 SECTION 641 MITIGATION DEVICES
 SECTION 642 TEMPORARY POLLUTION CONTROL
 SECTION 651 FURNISHING AND PLACING TOPSOIL
 SECTION 653 VINE AND GROUND COVER PLANTING
 SECTION 654 TREE AND SHRUB PLANTING
 SECTION 655 MATTING FOR EROSION CONTROL
 SECTION 655 MATTING FOR EROSION CONTROL
 SECTION 656 SEEDLING PLANTING
 SECTION 657 ROADSIDE SIGN SUPPORTS
 SECTION 658 OVERHEAD SIGN STRUCTURES
 SECTION 659 SIGN LIGHTING
 SECTION 660 TRAFFIC SIGNALS
 SECTION 661 TRAFFIC SIGNS AND DELINEATORS
 SECTION 662 ROADWAY LIGHTING
 SECTION 663 PAVEMENT MARKINGS
 SECTION 664 TRAFFIC SAFETY DEVICES
 SECTION 665 PLUGGING GAS, OIL, AND DRILLED WATER WELLS
 SECTION 670 WATERLINE INSTALLATION
 SECTION 675 SANITARY SEWERS
 SECTION 688 PAINTING STEEL STRUCTURES
 SECTION 689 METALIZING STEEL
 SECTION 701 HYDRAULIC CEMENT
 SECTION 702 FINE AGGREGATE
 SECTION 703 COARSE AGGREGATE
 SECTION 704 STONE AND CRUSHED AGGREGATE
 SECTION 705 ASPHALT MATERIALS
 SECTION 707 CONCRETE ADMIXTURES, CURING AND COATING MATERIALS
 SECTION 708 JOINT MATERIALS
 SECTION 709 METALS
 SECTION 710 WOOD MATERIALS
 SECTION 711 PAINTS, COATINGS, OILS, AND INKS
 SECTION 712 GUARDRAIL AND FENCE
 SECTION 713 METAL PIPE
 SECTION 714 CONCRETE, CLAY, FIBER AND PLASTIC PIPE
 SECTION 715 MISCELLANEOUS MATERIALS
 SECTION 716 EMBANKMENT AND SUBGRADE MATERIAL
 SECTION 717 COMPACTION CONTROL OF BASE COURSE MATERIAL
 SECTION 718 SEWER AND WATERLINE MATERIAL
 Wisconsin Department of Transportation Innovative Contracting Work Plan (Warranty for Hot Mix Asphalt Construction)
Warranted Mainline Asphaltic Pavement, Item 90370 Warranted Ancillary Asphaltic Pavement, Item 90371.
 QMP, Base Courses, Item 90365.
 SECTION 401 - PLANT MIX PAVEMENTS
 SECTION 407. ASPHALTIC CONCRETE PAVEMENT
 QMP, Nuclear Density for Asphaltic Pavement, Item 90035.
 SECTION 414 - PORTLAND CEMENT CONCRETE PAVEMENT
 Quality Management Program, Concrete Pavement, Item 90410; Quality Management Program, Profile Index Incentive, Concrete Pavement, Item 90411; Quality Management Program, Pavement Strength Incentive, Concrete Item 90412.
 QMP, Ready Mixed Concrete Masonry for Bridges, 5 Cylinders, Item 90501; QMP, Bridge Strength Incentive Concrete Masonry, Item 90502
 Quality Management Program, Subgrade, Item 900XX.
 Warranted Mainline Asphaltic Pavement, Item 90370 Warranted Ancillary Asphaltic Pavement, Item 90371.
 Warranty for Hot Mix Asphalt Construction
 101 DEFINITIONS AND TERMS
 102 BIDDING REQUIREMENTS AND CONDITIONS
 103 AWARD AND EXECUTION OF CONTRACT
 104 SCOPE OF WORK
 105 CONTROL OF THE WORK
 106 CONTROL OF MATERIALS
 107 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
 108 PROSECUTION AND PROGRESS
 109 MEASUREMENT AND PAYMENT
 06 WisDOT - Section 101 General Information, Definitions, and Terms
 06 WisDOT - Section 102 Bidding Requirements and Conditions
 06 WisDOT - Section 103 Contract Award and Execution
06 WisDOT - Section 104 Scope of Work
06 WisDOT - Section 105 Control of the Work
06 WisDOT - Section 106 Control of Materials
06 WisDOT - Section 107 Legal Relations and Responsibility to the Public
06 WisDOT - Section 108 Prosecution and Progress
06 WisDOT - Section 109 Measurement and Payment
201 CLEARING AND GRUBBING
 202 ROADSIDE CLEARING
 203 REMOVING OLD CULVERTS AND BRIDGES
 204 REMOVING OR ABANDONING MISCELLANEOUS STRUCTURES
 205 ROADWAY AND DRAINAGE EXCAVATION
 206 EXCAVATION FOR STRUCTURES
 207 EMBANKMENT
 208 BORROW EXCAVATION
 209 GRANULAR BACKFILL
 210 STRUCTURE BACKFILL
 211 PREPARATION OF FOUNDATION
 212 GRANULAR SUBBASE COURSE
 213 FINISHING ROADWAY
 214 OBLITERATING OLD ROAD
 06 WisDOT - Section 201 Clearing and Grubbing
06 WisDOT - Section 202 Roadside Clearing
06 WisDOT - Section 203 Removing Old Culverts and Bridges
06 WisDOT - Section 204 Removing or Abandoning Miscellaneous Structures
06 WisDOT - Section 205 Roadway and Drainage Excavation
06 WisDOT - Section 206 Excavation for Structures
06 WisDOT - Section 207 Embankment
06 WisDOT - Section 208 Borrow
06 WisDOT - Section 209 Granular Backfill
06 WisDOT - Section 210 Structure Backfill
06 WisDOT - Section 211 Preparing the Foundation
06 WisDOT - Section 213 Finishing Roadway
06 WisDOT - Section 214 Obliterating Old Road
304. CRUSHED AGGREGATE BASE COURSE
 306. ASPHALTIC BASE COURSE
 307. CONCRETE BASE COURSE
 308. BASE PATCHING
 06 WisDOT - Section 301 General Requirements for Base Aggregates
06 WisDOT - Section 305 Dense Graded Base
06 WisDOT - Section 306 Salvaged Asphaltic Pavement Base
06 WisDOT - Section 310 Open Graded Base
06 WisDOT - Section 311 Breaker Run
06 WisDOT - Section 312 Select Crushed Material
06 WisDOT - Section 313 Pit Run
06 WisDOT - Section 315 Asphaltic Base
06 WisDOT - Section 320 Concrete Base
06 WisDOT - Section 325 Pulverized and Re-Laid Pavement
06 WisDOT - Section 330 Milled and Re-Laid Pavement
06 WisDOT - Section 335 Rubblized Pavement
06 WisDOT - Section 340 Cracked and Seated Pavement
06 WisDOT - Section 350 Subbase
06 WisDOT - Section 390 Base Pitching
401. MATERIALS FOR ASPHALTIC MIXTURES AND SURFACE TREATMENTS
 402. TACK COAT
 403. QUALITY MANAGEMENT PROGRAM, ASPHALTIC MIXTURE
 405. PLANT MIXED ASPHALTIC BASES AND PAVEMENTS-GENERAL REQUIREMENTS
 407. ASPHALTIC CONCRETE PAVEMENT
 408. SEAL COAT
 409. CRACKING AND SEATING CONCRETE PAVEMENT
 410. SALVAGED ASPHALTIC PAVEMENT
 415. CONCRETE PAVEMENT
 416. CONCRETE PAVEMENT - APPURTENANT CONSTRUCTION
 06 WisDOT - Section 415 Concrete Pavement
06 WisDOT - Section 416 Concrete Pavement - Appurtenant Construction
06 WisDOT - Section 450 General Requirements for Asphaltic Pavements
06 WisDOT - Section 455 Asphaltic Materials
06 WisDOT - Section 460 Hot Mix Asphalt Pavement
06 WisDOT - Section 465 Asphaltic Surface
06 WisDOT - Section 475 Seal Coat
06 WisDOT - Section 490 Salvaged Asphaltic Pavement
501. CONCRETE MASONRY
502. CONCRETE BRIDGES
 503. PRESTRESSED CONCRETE MEMBERS
 504. CULVERTS, RETAINING WALLS AND ENDWALLS
 505. STEEL REINFORCEMENT
 506. STEEL BRIDGES
 507. TIMBER STRUCTURES
 508. TIMBER PILING
 06 WisDOT - Section 501 Concrete
06 WisDOT - Section 502 Concrete Bridges
06 WisDOT - Section 503 Prestressed Concrete Members
06 WisDOT - Section 504 Culverts, Retaining Walls and Endwalls
06 WisDOT - Section 505 Steel Reinforcement
06 WisDOT - Section 506 Steel Bridges
06 WisDOT - Section 507 Timber Structures
06 WisDOT - Section 508 Timber Piling
06 WisDOT - Section 509 Concrete Overlay and Structure Repair
06 WisDOT - Section 510 Cast In Place Concrete Piling
06 WisDOT - Section 511 Steel Piling
06 WisDOT - Section 512 Steel Sheet Piling
06 WisDOT - Section 513 Railing
06 WisDOT - Section 514 Floor Drains, Deck Drains, and Downspouts
06 WisDOT - Section 515 Steel Grid Floors
06 WisDOT - Section 516 Waterproofing
06 WisDOT - Section 517 Paint and Painting
06 WisDOT - Section 518 Mortar Rubble Masonry and Dry Rubble Masonry
06 WisDOT - Section 519 Brick Masonry and Concrete Brick or Block Masonry
06 WisDOT - Section 520 Pipe Culverts
06 WisDOT - Section 521 Corrugated Steel Pipe Culverts
06 WisDOT - Section 522 Reinforced Concrete Pipe Culverts
06 WisDOT - Section 523 Reinforced Concrete Horizontal Elliptical Pipe Culverts
06 WisDOT - Section 524 Salvaged Pipe Culverts
06 WisDOT - Section 525 Corrugated Aluminum Pipe Culverts
06 WisDOT - Section 526 Temporary Structure
06 WisDOT - Section 527 Structural Plate Pipe and Pipe Arches
05 WisDOT - SECTION 528 POLYMER COATED CORRUGATED STEEL PIPE CULVERTS
 06 WisDOT - Section 529 Aluminum Coated Corrugated Steel Pipe Culverts
06 WisDOT - Section 530 Corrugated Polyethylene Pipe Culverts
601 CONCRETE CURB AND GUTTER
 602 CONCRETE SIDEWALKS, LOADING ZONES, SAFETY ISLANDS AND STEPS
 603 CONCRETE BARRIER
 604 SLOPE PAVING
 605 DITCH CHECKS
 606 RIPRAP
 607 STORM SEWERS
 608 REINFORCED CONCRETE PIPE STORM SEWERS
 609 RELAID STORM SEWERS
 610 REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE STORM SEWERS
 611 CATCH BASINS, MANHOLES AND INLETS
 612 UNDERDRAINS
 614 GUARD FENCE, BEAM GUARD, MARKER POSTS AND CRASH CUSHIONS
 615 TREATED RUSTIC TIMBER ITEMS AND HISTORICAL MARKERS
 616 PROPERTY AND RIGHT OF WAY FENCE
 617 HAULING
 618 MAINTENANCE AND REPAIR OF HAUL ROADS
 619 MOBILIZATION
 620 CONCRETE CORRUGATED MEDIAN
 621 LANDMARK REFERENCE MONUMENTS
 622 ASPHALTIC CONCRETE CURB, SHOULDER RUMBLE STRIP AND FLUMES
 623 CALCIUM CHLORIDE SURFACE TREATMENT
 624 WATER
 625 TOPSOIL AND SALVAGED TOPSOIL
 626 PEAT HUMUS
 627 MULCHING
 628 EROSION CONTROL
 629 FERTILIZER
 630 SEEDING
 631 SODDING
 632 FURNISHING AND PLANTING PLANT MATERIALS
 633 DELINEATOR POSTS AND DELINEATORS
 634 WOOD POSTS
 635 STRUCTURAL STEEL SIGN SUPPORTS
 636 CONCRETE MASONRY SIGN SUPPORTS
 637 SIGNING
 638 MOVING, REMOVING, REVISING AND ERECTING STATE OWNED SIGNS AND SUPPORTS
 639 DRILLING WELLS
 641 SIGN BRIDGES AND SUPPORTS
 642 FIELD FACILITIES
 643 TRAFFIC CONTROL
 645 GEOTEXTILE FABRICS
 646 PAVEMENT MARKINGS
 647 SPECIAL PAVEMENT MARKINGS
 649 TEMPORARY PAVEMENT MARKINGS
 650 CONSTRUCTION STAKING
 651 ELECTRICAL ? GENERAL
 652 ELECTRICAL CONDUIT
 653 PULL BOXES AND JUNCTION BOXES
 654 BASES
 655 ELECTRICAL WIRING
 656 ELECTRICAL SERVICE
 657 POLES AND STANDARDS
 658 TRAFFIC SIGNALS
 659 LIGHTING
 660 HIGH MAST LIGHTING
 665 SAWING PAVEMENT
 06 WisDOT - Section 601 Concrete Curb and Gutter
06 WisDOT - Section 602 Concrete Sidewalks, Loading Zones, Safety Islands and Steps
06 WisDOT - Section 603 Concrete Barrier
06 WisDOT - Section 604 Slope Paving
06 WisDOT - Section 605 Ditch Checks
06 WisDOT - Section 606 Riprap
06 WisDOT - Section 607 Storm Sewers
06 WisDOT - Section 608 Reinforced Concrete Pipe Storm Sewers
06 WisDOT - Section 609 Relaid Storm Sewers
06 WisDOT - Section 610 Reinforced Concrete Horizontal Elliptical Pipe Storm Sewers
06 WisDOT - Section 611 Catch Basins, Manholes and Inlets
06 WisDOT - Section 612 Underdrains
06 WisDOT - Section 614 Guard Fence, Beam Guard, Marker Posts and Crash Cushions
06 WisDOT - Section 615 Treated Rustic Timber Items and Historical Markers
06 WisDOT - Section 616 Property and Right of Way Fence
06 WisDOT - Section 617 Hauling
06 WisDOT - Section 618 Maintenance and Repair of Haul Roads
06 WisDOT - Section 619 Mobilization
06 WisDOT - Section 620 Concrete Corrugated Median and Concrete Median Nose
06 WisDOT - Section 621 Landmark Reference Monuments
06 WisDOT - Section 623 Dust Control Surface Treatment
06 WisDOT - Section 624 Water
06 WisDOT - Section 625 Topsoil and Salvaged Topsoil
06 WisDOT - Section 626 Peat Humus
06 WisDOT - Section 627 Mulching
06 WisDOT - Section 628 Erosion Control
06 WisDOT - Section 629 Fertilizer and Agricultural Limestone
06 WisDOT - Section 630 Seeding
06 WisDOT - Section 631 Sodding
06 WisDOT - Section 632 Furnishing and Planting Plant Materials
06 WisDOT - Section 633 Delineator Posts and Delineators
06 WisDOT - Section 634 Wood and Tubular Steel Sign Posts
06 WisDOT - Section 635 Structural Steel Sign Supports
06 WisDOT - Section 636 Concrete Sign Supports
06 WisDOT - Section 637 Signing
06 WisDOT - Section 638 State Owned Signs and Supports
06 WisDOT - Section 639 Drilling Wells
06 WisDOT - Section 641 Sign Bridges and Supports
06 WisDOT - Section 642 Field Facilities
06 WisDOT - Section 643 Traffic Control
06 WisDOT - Section 645 Geotextile Fabrics
06 WisDOT - Section 646 Pavement Markings
06 WisDOT - Section 647 Special Pavement Markings
06 WisDOT - Section 648 Locating No-Passing Zones
06 WisDOT - Section 649 Temporary Pavement Markings
06 WisDOT - Section 650 Construction Staking
06 WisDOT - Section 651 General Requirements for Electrical Work
 06 WisDOT - Section 652 Electrical Conduit
06 WisDOT - Section 653 Pull Boxes and Junction Boxes
06 WisDOT - Section 654 Bases
06 WisDOT - Section 655 Electrical Wiring
06 WisDOT - Section 656 Electrical Service
06 WisDOT - Section 657 Poles, Arms, Standards, and Bases
06 WisDOT - Section 658 Traffic Signals
06 WisDOT - Section 659 Lighting
06 WisDOT - Section 660 High Mast Lighting
06 WisDOT - Section 661 Temporary Traffic Signals and Temporary Ramp Meters
06 WisDOT - Section 670 General Requirements for Intelligent Transportation Systems
06 WisDOT - Section 671 Intelligent Transportation Systems - Conduit
06 WisDOT - Section 672 Intelligent Transportation Systems - Bases
06 WisDOT - Section 673 Communication Vault
06 WisDOT - Section 674 Intelligent Transportation Systems - Cable
06 WisDOT - Section 675 Controllers and Detectors
06 WisDOT - Section 676 Signal Assemblies
06 WisDOT - Section 677 Cameras
06 WisDOT - Section 678 Communication Systems
06 WisDOT - Section 690 Sawing Pavement
SECTION 401 - PLANT MIX PAVEMENTS
 SECTION 414 - PORTLAND CEMENT CONCRETE PAVEMENT
 SECTION 101 DEFINITIONS AND TERMS
 SECTION 102 BIDDING REQUIREMENTS AND CONDITIONS
 SECTION 103 AWARD AND EXECUTION OF CONTRACT
 SECTION 104 SCOPE OF WORK
 SECTION 105 CONTROL OF WORK
 SECTION 106 CONTROL OF MATERIAL
 SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
 SECTION 108 PROSECUTION AND PROGRESS
 SECTION 109 MEASUREMENT AND PAYMENT
 SECTION 110 WAGES AND CONDITION OF EMPLOYMENT
 SECTION 111 ENVIRONMENTAL REQUIREMENTS
 SECTION 112 ARCHEOLOGICAL,PALEONTOLOGICAL AND HISTORICAL SITES
 SECTION 113 HEALTH, SAFETY AND SANITATION
201.01 CLEARING AND GRUBBING
 202.01 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
 203.01 EXCAVATION AND EMBANKMENT
 204.01 HAUL
 205.01 HAUL ROAD RESTORATION
 206.01 EXCAVATION AND BACKFILL FOR CULVERTS
 207.01 TOPSOIL
 208.01 OLD ROAD AND DETOUR OBLITERATION
 209.01 WATERING
 210.01 EQUIPMENT WORK
 212.01 STRUCTURE EXCAVATION AND BACKFILL
 213.01 STRIPPING PITS
 215.01 TEMPORARY SOIL EROSION CONTROL
 216.01 SEEDING, FERTILIZER AND SODDING
 AGGREGATE SUBBASE AND BASE COURSES 301.01 Description. This work consists of furnishing and placing one or more courses of aggregate on a prepared surface in accordance with these specifications and as shown on the plans.
 ROADBED MODIFICATION 302.01 Description. This work consists of modification of existing roadbeds by the addition of additives in accordance with these specifications and as shown on the plans.
 ROADBED PREPARATION 303.01 Description. This work consists of preparation of an existing roadbed prior to placing base or surface courses, in accordance with these specifications and as shown on the plans.
 LIME TREATED SUBGRADE 304.01 Description. This work consists of constructing one or more courses of a mixture of soil, lime and water in accordance with these specifications and as shown on the plans.
 CEMENT TREATED BASE 305.01 Description. This work consists of placing a mixture of aggregate, portland cement and fly ash on a prepared surface in accordance with these specifications and as shown on the plans.
 ASPHALT MEMBRANE 306.01 Description. This work consists of constructing an asphalt membrane with cover in accordance with these specifications and as shown on the plans.
 STOCKPILED AGGREGATE FOR CONSTRUCTION 308.01 Description. This work consists of stockpiling aggregate materials for use in construction projects in conformance with these specifications and as shown on the plans.
 EMULSION STABILIZED BASE 309.01 Description. This work consists of furnishing and placing a course of crushed base mixed with an emulsified asphalt, on a prepared surface, in conformance with these specifications and as shown on the plans.
 STOCKPILED AGGREGATE FOR MAINTENANCE 310.01 Description. This work consists of furnishing and placing aggregate materials in stockpiles in conformance with these specifications and as shown on the plans.
 401.01 PLANT MIX PAVEMENTS
 402.01 BITUMINOUS MATERIALS
 403.01 HOT PLANT MIX BITUMINOUS PAVEMENT
 404.01 PLANT MIX WEARING COURSE
 405.01 PLANT MIX BITUMINOUS BASE COURSE
 406.01 RECYCLED HOT PLANT MIX ITUMINOUS PAVEMENT
 407.01 TACK COAT
 408.01 PRIME COAT
 409.01 SEAL COATS
 410.01 BITUMINOUS SURFACE TREATMENT
 411.01 PAVING FABRIC
 412.01 BITUMINOUS SURFACE APPURTENANCES
 413.01 HYDRATED LIME
 414.01 PORTLAND CEMENT CONCRETE PAVEMENT
 501.01 STEEL STRUCTURES
 502.01 PRESTRESSED PRECAST CONCRETE
 503.01 BRIDGE RAILING
 504.01 BEARING PILES
 505.01 CONCRETE BARRIER RAIL
 506.01 DRILLED SHAFT FOUNDATIONS
 507.01 REINFORCED BRIDGE APPROACH FILLS REINFORCED CONCRETE APPROACH SLABS
 508.01 REINFORCED CONCRETE SLOPED PAVING
 509.01 SIPHONS
 510.01 PRECAST CONCRETE (NOT PRESTRESSED)
 511.01 RIPRAP
 512.01 ELASTOMERIC EXPANSION JOINTS
 600.01 MISCELLANEOUS CONSTRUCTION
 602.01 REINFORCING STEEL
 603.01 CULVERTS AND STORM DRAINS
 604.01 TEMPORARY TRAFFIC ROUTES
 605.01 UNDERDRAINS
 606.01 GUARDRAIL
 607.01 FENCES
 608.01 MINOR CONCRETE PAVING
 609.01 CURB AND GUTTER
 610.01 CURB DRAINS
 611.01 HIGHWAY MONUMENTS
 612.01 SIGNS AND MARKERS
 613.01 LATEX EMULSION PAINT FOR CONCRETE
 614.01 EROSION CONTROL CONCRETE
 615.01 CATTLEGUARDS
 616.01 WOOD SNOW FENCE
 617.01 CUT-OFF WALLS AND HEADWALLS
 618.01 REINFORCED CONCRETE STOCKPASSES
 619.01 TRASH GUARDS
 620.01 WATERLINES
 621.01 SANITARY SEWER LINES
 622.01 STRUCTURAL PLATE PIPE
 623.01 TRAFFIC CONTROL FOR CONSTRUCTION OPERATIONS
 624.01 TRAFFIC SIGNAL AND ROADWAY LIGHTING SYSTEM
 625.01 MANHOLES, INLETS, CATCH BASINS AND DIVERSION BOXES
 626.01 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL
 627.01 EPOXY RESIN INJECTION
 628.01 EPOXY COATING
 629.01 GEOTEXTILE
 630.01 IMPERMEABLE PLASTIC MEMBRANE
 631.01 SLOTTED DRAINS
 MATERIALS 700.01 Certifications. Materials which are manufactured, and not tested by job control samples and check samples, or which are tested by an authorized testing agency, shall be accompanied to the project by the manufacturer's written certification that the materials conform to the specifications. The certifications shall include all pertinent test data (i.e., mill test, chemical analysis, etc.).
 HYDRAULIC CEMENT 701.01 Portland Cement. Portland cement shall conform to the requirements of ASTM C 150. Unless specified or permitted otherwise, the following types of portland cement shall be used.
 BITUMINOUS MATERIALS 702.01 Asphalt Cement. The grades shown on the plans shall conform to the specifications of AASHTO M 226, Table 1.
 JOINT MATERIALS 705.01 Joint Fillers and Sealers. 705.011 Silicone Joint Sealer. The sealer shall be a one-part, low-modulus, fast, nonacid-curing silicone formulated specifically for sealing sawed joints in portland cement concrete pavement.
 NON-METALLIC PIPE 706.01 Vacant. 706.02 Reinforced Concrete Pipe. The pipe shall conform to the requirements of the following specifications.
 METAL PIPE 707.01 Vacant. 707.02 Corrugated Steel Pipe and Pipe Arches. The conduit and coupling bands shall conform to the requirements of AASHTO M 36M and AASHTO M 218, except as specified in subsections 707.021 through 707.025.
 PAINT 708.01 General. Paint, based on specified ingredients, shall be uniform, stable in storage, and free from grit and coarse particles. No rosin or rosin derivatives may be used unless specifically allowed by these specifications. Beneficial additives such as anti-skinning agents, suspending agents or wetting aids may be added unless specifically prohibited by these specifications.