Geotextile class See Table 6 Permittivity ASTM D 4491 0.02/seca Apparent Opening Size
Ultraviolet Stability (Retained Strength) ASTM D 4355 50% after 500 hours of exposure aPermittivity of the geotextile should be greater than that of t h e s o i l . T h e Resident may also require the permeability of the geotextile to be greater than that of the soil.
Table 6 - Required Degree of S urvivability as Function of Subgr ade Conditions, Construction Equipment, and Lift Thickness Required Degree of Survivability as Function of Subgrade Conditions, Construction Equipment, and Lift Thickness a Low Ground- Pressure Equipment 3.6 psi Medium Ground-Pressure Equipment 3.6 to 7.3 psi High Ground- Pressure Equipment 7.3 psi Subgrade has been cleared of all obstacles except grass, weeds, leaves, and fine wood debris. Surface is smooth and level so that any shallow depressions and humps do not exceed 18 inches in depth or height. All larger depressions are filled. Alternately, a smooth working table may be placed. Low (Class 3) Moderate (Class 2) High (Class 1) Subgrade has been cleared of obstacles larger than small to moderate -sized tree limbs and rocks. Tree trunks and stumps should be removed or covered with a partial working table. Depressions and humps should not exceed 18 inches in depth or height. Larger depressions should be filled. Moderate (Class 2) High (Class 1) Very High (Class 1+)
Minimal site preparation is required. Trees may be felled, delimbed, and left in place. Stumps should be cut to project not more than 6 inches above subgrade. Geotextile may be draped directly over the tree trunks, stumps, large depressions and humps, holes, stream channels, and large boulders. Items should be removed only if placing the geotextile and covering material over them will distort the finished roads surface. High (Class 1) Very High (Class 1+) Not Recommended aRecommendations are for 6 to 12- inch initial lift thickness. F or other initial lift thicknesses: 12 to 18 inches: reduce survivability requirement one level; 18 to 24 inches: reduce survivability requirement two levels; 24 inches: reduce survivability requirement three levels. For special construction techniques such as prerutting, increas e the geotextile survivability requirement one level. Placement of excessive i nitial cover material thickness may cause bearing failure of the soft subgrade.
Class 1+ (extra high strength) geotextile properties are higher than Class 1 and shall meet the minimum requirements of Table 7.
Table 7- Class 1+ Geotextile Strength Property Requirements
Class 1+ - Extra High Strength Geotextile Test Method Class 1+ Grab Strength - lbs ASTM D 4632 375 Sewn Seam Strengtha- lbs ASTM D 4632 335 Tear Strength - lbs ASTM D 4533 135 Puncture Strength - lbs ASTM D 6241 745 a When sewn seams are required
I INDEX
Abbreviations 1-1 Abraded Surfaces 6-25 Accelerated Curing of C oncrete (Optional) 5-174 Acceptable Work 1-3 Acceptance 1-3, 1-81 Acceptance Method A 5-48 Acceptance Method B 5-48 Acceptance Method C 5-49 Acceptance Methods A and B 5-46 Acceptance Test 1-3 ACCEPTANCE TEST FREQUENCY 3-20 , 3-28 ACRYLIC LATEX COLOR FINISH 6-172 Actual Costs 1-3 Adjusting Catch Basins and Manholes 6-15 Adjustments for Delay 1-109 Aggregate 1-3 AGGREGATE BASE AND SUBBASE COURSE 3-1 Aggregate for Crushed Stone Surface 7-12 Aggregate for Untreated Surface Course and Leveling Course 7-11 Aggregates 2-30, 2-32 AGGREGATES 7-9 Agreement 1-3 Agricultural Ground Limestone 7-53 Air-Entraining Chemical Admixtures 7-4 Allowable Work Times 1-90 Altering Catch Basin 6-15 Altering, Adjusting, and Rebuilding Catch Basins and Manholes 6 -14 Aluminum Alloy Structural Plate Pipe, Pipe Arches, Arches, 7-21 Aluminum Bridge Railing 5-100 Aluminum Coated (Type 2) Corrugated Steel Pipe 7-20 Aluminum Extrusions 7-78 Aluminum Railings 7-52 Aluminum Sheets 7-79 Ambiguities 1-23 Anchor Rods 5-85, 5-140 Ancillary Bridge Products 5-84 Ancillary Bridge Products a nd Support Structures 5-85 Apparent Low Bidder 1-3 Apparent Successful Bidder 1-4 Appeal 1-30 Appeal to Commissioner 1-127 APPENDIX A 1 Application of Bituminous Material 4-29 Application of Bonding Agent 5-123 Applicator Qualification 5-90 Approved 1-21 Asphalt Binder 3-21 Asphalt Cement 7-5 Asphalt Filler for Structural Plate Arches 7-9 Assembling 6-2 Assembling Steel 5-76 Authority and Responsibilities 1-33
II Authority of Residents and Inspectors 1-34 Authority of the Resident 1-33 Automobile Liability 1-122 Award 1-4 AWARD AND CONTRACTING 1-27 Award Conditions 1-4, 1-31 Award of Contract by Department 1-32 Backfill Class A 6-72 Backfilling 2-36 Backfilling Culverts and Storm Drains 6-10 Base Metal Repairs 5-70 BASES 3-1 Basic Requirements 1-22 Basis of Payment 1-116 Batching 5-22 Bearings 5-75 Bearings and Anchorages 5-76 Bent Plates 5-70 Best Value Procurement Process Using a Request for Proposa 1-4 Bid 1-4 Bid Amendment 1-4, 1-23 Bid Bond 1-4 Bid Contact Person 1-4 Bid Defects 1-26 Bid Documents 1-4 Bid Escrow 1-32 Bid Escrow Documentation 1-5 Bid Guaranty 1-5, 1-24 Bid Opening 1-5, 1-25 Bid Responsiveness 1-26 Bidder 1-4 BIDDING 1-22 Bituminous Curb 6-39 Bituminous Material 4-28 BITUMINOUS MATERIAL 7-5 BITUMINOUS SEALING 6-44 BITUMINOUS TACK COAT 4-28 BLAST VIBRATION CONTROL AND MONITORING 2-18 Blasting Zone - Signage and Flaggers 1-51 Blue Book 1-5 Bond for Use of Municipal Roads 1-120 BONDING AND INSURANCE 1-119 Bonding for Landscape Maintenance Period 1-120 Bonding of Cast-In-Pl ace Concrete Slabs 5-32 Bonds 1-119 Borrow 2-21 Boundary Markers 1-59 BREAKAWAY DEVICES 7-88 Brick for Paving 7-17 Brick Sidewalk 6-35 Bridge Drains 7-26 Bridge Drains and Incidental Drainage 5-43 Bronze or Copper-Alloy Bearing and Expansion Plates 7-43 Builders Risk 1-122 Burning 2-4
III Business Day 1-6 Calcium Chloride 6-113 Calcium Nitrite 7-5 Calculated Dimensions 1-21 Calendar Day 1-6, 6-161 Camber and Curvature 5-71 Career Centers 1-71 Catch Basin and Manhole Frames, Grates and Covers 7-38 Catch Basin and Manhole Steps 7-38 Cement or Lime Spreader 3-23 Cement Spreader 3-14 Certification of DBE attainment 1-67 Certification of DBE attainment on Contracts 1-67 Chain Link Fence 6-31 CHANGES 1-107 Changes in Quantities 1-107 Changes Permitted 1-107 Chipping 2-4 Clay or Shale Brick 7-17 Clearing 2-2 CLEARING RIGHT-OF-WAY 2-1 Closeout Documentation 1-6, 1-95 Cofferdam Construction 5-114 COFFERDAMS 5-114 Cold in-Place Recycled A sphalt Pavement 3-35 COLD WEATHER TEMPERATURE 5-24 Cold-finished Carbon Steel Shafting 7-44 Commencement of Contract Time and Work 1-90 Commercial General Liability 1-121 Commercially Useful Function 1-65 Common Borrow 7-13 Communication and Coordination 1-39 Communication Before Bid Opening 1-23 Compensable Delay 1-6, 1-109 Completion 1-6 Completion Incentives and Disincentives 1-93 Completion of Physical Work 1-6 Composition of Mixture 3-29 Compression Couplers 5-62 Compression Seals 7-46 Computation and Extension of Time 1-32 Conceptual Review and Response 1-113 Conceptual VECP 1-112 CONCRETE BARRIER 5-152 Concrete Fill 5-52 Concrete Masonry Blocks 7-17 Concrete Steps 6-120 Concurrent Delays 1-110 Conduit 1-6 Conform or Conformity 1-7 Connecting Pin for Temporary Concrete Barrier 5-154 Connections Using High Strength Bolts 5-76 Construction Easement 1-7 Construction Limit Line 1-7
IV Construction of False work 5-26 Construction of Forms 5-25 Construction Surveying 1-56 Contract 1-7 Contract Bonds 1-7 Contract Completion Date 1-7 Contract Completion Time 1-7 Contract Documents 1-7 Contract Execution 1-7 Contract Modification 1-7, 1-118, 1-125 Contract Time 1-8 Contract Time and Contract Completion Date 1-90 Contractor 1-8 Contractor’s General Aut hority and Responsibilities 1-34 Controller Cabinet 7-64 Controllers 7-62 Cooperation With Other Contractors 1-45 Coordination of Road Closure/Bridge Closure/Bridge Width Restri ction Notification 1-46 Coordination with Marine Traffic 1-45 Coordination with Railroads 1-45 Copper Tubing 7-40 Correcting Materials 5-70 Corrugated Aluminum Alloy Pipe and Pipe Arches 7-20 Corrugated Aluminum Alloy Pipe for Underdrain 7-20 Corrugated Polyethylene and Polypropylene Pipe for Option III 6 -7 Corrugated Polyethylene Pipe for Underdrain, Option I, and Opti on III Culvert Pipe 7-19 Corrugated Polypropylene Pipe for Option I and Option III Culve rt Pipe 7-19 Corrugated Steel, Metallic Coated Pipe 7-20 Corrugated Steel, Metallic Coated Pipe for Underdrain 7-20 Critical Path 1-8 Critical Rock Slopes 1-8 Crushed Stone ¾-Inch 7-12 Crushed Stone 2-Inch 7-15 Crusher Dust 3-22 Cultivation 6-74 Curable Bid Defects 1-27 CURB 6-37 Curb Type 5 7-31 Curing 3-39 CURING BOX FOR CONCRETE CYLINDERS 5-119 Curing by Moisture Retention 5-173 Curing Concrete 5-41 Curing Materials 7-4 Cushion blasting 2-17 Cutting and Folding Mesh 6-4 Cutting and Transporting 6-52 Davis-Bacon and Related Act Provisions 22 Daylight Work Times 6-158 Debarment 1-22 Default 1-129 DEFAULT AND TERMINATION 1-129 Defects or Defective Work 1-8 Defense of Claims 1-123 Delay 1-8 Delay and Request for Adjustments 1-111
V Delays 1-109 Deliver 1-8 Delivery of Bids 1-24 Delivery Slips 1-101 Demountable High Intensity 7-78 Demountable Reflectorized Delineators 7-80 Department 1-8 Depositing Concrete under Water 5-30 Detailed Notice of Dispute 1-125 Detailed VECP 1-113 Detectable Warnings Materials 6-33 Detensioning 5-175 Dewatering Forms 5-30 Die Stamping 5-71 Differing Site Conditions 1-9, 1-108 Director’s Response 1-128 Disadvantaged Business Enterprise 1-9 Disadvantaged Business Enterprises Program 1-64 Discharge of Subcontractors 1-47 Dispute Resolution Time Extensions 1-124 Disputes 1-9 DITCH AND INSLOPE EXCAVATION 2-39 Ditch Excavation 2-40 Drainage 1-9 Drainage and Minor Structures 2-37 Drainage Geotextile 6-62 Drains or Weep Holes 5-119 Drawings 1-9 Dredge Material (Dredge Spoils) 1-9 Dredge Spoils (Dredge Materials) 1-62 Drilling and Blasting of Solid Rock Subgrade 2-20 Drive System Components and Accessories 5-3 Driven Pile Capacity - Wave Equation 5-8 Driven Pile Resistance, Pile Testing, and Acceptance 5-8 Driving Procedures and Tolerances 5-4 Dry Film Thickness 5-93 DTI Verification Test 5-79 DUST CONTROL 6-113 Duties Regarding Inspection of Work 1-36 Duty to Notify Department If Ambiguities Discovered 1-35 Dynamic Load Tests 5-14 Dynamic Pile Tests 5-9 Early Completion Date Delay Claims 1-110 Early Negotiation 1-42, 1-125 Earth Embankment with Moisture and Density Control 2-23 Earth Embankment-Layer Method 2-23 EARTHWORK 2-1 Edge Hardness 5-70 Edge Planing 5-70 Elastomer for Seal Elements 7-45 ELASTOMERIC BEARINGS 5-141 Electronic Design Data and Digital Terrain Model (DTM) 1-57 Elimination of Items 1-107 Embankment Construction 2-21 Emergency 1-89
VI Emulsified Asphalt 3-30, 7-6 Emulsified Asphalt Sealing Compound 7-9 End of Winter Suspension 1-92 ENERGY ABSORBING UNIT 5-156 ENGINEERING FACILITIES 6-114 Entitlement to Adjustments 1-110 Entrained Air 5-51 Environmental Non-compliance 1-63 Environmental Requirements 1-61 Epoxy Coating 5-57 Epoxy Resin 7-40 Equal Opportunity and Civil Rights 1-64 Equipment 1-9 Equipment for Driving Piles 5-2 EQUIPMENT RENTAL 6-97 Equitable Adjustment 1-9 Equitable Adjustments to Compensation and Time 1-116 EROSION CONTROL BLANKETS 6-44 Erosion Control Geotextile 6-62 Escalation Process 1-123 Estimated Quantities 1-23 Excusable Delay 1-9, 1-109 Execution of Contract 1-32 Existing Shoulder 2-30, 2-32 EXPANSION DEVICES - MODULAR 5-134 EXPANSION DEVICES - NON-MODULAR 5-129 Explosives 1-51 Extra Work 1-9, 1-107 Fabric Trough or Curtain 5-132 Fabrication Tolerances 5-138 Facilities for Fabrication Inspection 5-67 Facility Requirements 5-66 Failure to Fulfill Award Conditions 1-32 Fastener Assemblies for Testing 5-77 FENCE AND GUARDRAIL 7-22 FENCES 6-28 Fertilizer 7-53 Fertilizer and Agricultural Ground Limestone 6-55 Fertilizing 6-73 Field Layout Specifications 1-59 Field Offices 6-115 Field Welding 5-84 FIELDSTONE RETAINING WALL 6-220 Filling 6-3 Filling of Hand Filled Gabions 6-3 Final Acceptance 1-96 Final Agency Action 1-128 Final Cleanup and Finishing 1-95 Final Quantity Voucher 1-106 FINGER JOINT AND FABRIC TROUGH/FABRIC CURTAIN 5-131 Finishing Concrete and Repairing Defects 5-175 Finishing Concrete Surfaces 5-35 Flaggers 6-156 Flashing Arrow Board 6-148 Flashing Lights 7-38
VII Fly Ash 7-4 FLYROCK CONTROL 2-18 Followers 5-4 For Convenience 1-130 Force Account Work 1-10, 1-116 Forest Protection and Laws 1-38 Forfeiture of Award 1-32 Forms and False work 5-24 FOUNDATION PILES 5-1 Foundations 5-111 FOUNDATIONS, CONDUIT, AND JUNCTION BOXES FOR 6-82 FRENCH DRAINS 5-117 Full Compensation 1-106 FULL DEPTH RECYCLED PAVEMENT 3-21 Full Depth Recycling Procedure 3-16 FULL DEPTH RECYCLING WITH CEMENT 3-13 Furnishing of Other Property Rights, Licenses and Permits 1-34 FUSION BONDED EPOXY COATING 5-97 GABIONS AND MATTRESSES 6-1 Galvanized Gabions without Polyvinylchloride Coating 7-25 GEOCELL SLOPE PROTECTION 6-45 Geometric and Approach Design 5-111 Geometrics 1-10 Geotechnical Information 1-10, 1-23 GEOTEXTILES 6-60 Gland Type Seals 7-46 GRANITE MASONRY 5-150 Granular Borrow 7-13 Granular Materials 1-53 Ground Anchors 7-57 Grounds for Default 1-129 GUARDRAIL 6-21 Hammer Cushion 5-4 Hammer Performance 5-11 Hammers 5-2 HAND LABOR 6-97 Handling 1-76 Handling and Storing Materials 5-75 Handling, Storage and Transportation 5-163 Haul Roads 2-21 Hauling of Materials and Equipment 1-55 Hazardous Materials 1-62 H-Beam Piles, Splices and Tips 7-28 Health and Safety 1-49 Health and Safety Plan 1-50 Health and Safety/Right-to-Know 3-14 Hearing 1-10 Heat Cambering and Curving 5-71 Heavy Riprap 7-15 Helmet 5-4 Herbicide 7-57 Herbicides 2-3 High Range, Water Reducing 7-4 High Strength Bolts 7-42 Highway 1-10
VIII HIGHWAY LIGHTING 6-101 HIGHWAY SIGNING 6-132 Historic and Archaeological Considerations 1-64 HMA Pavement Sidewalk 6-35 Holes for Base Plates 5-85 Holes for High Strength Bolts 5-74 Holidays 1-10 Hot Mix Asphalt Curb 7-40 HOT MIX ASPHALT PAVEMENT 4-27 HOT-DIP GALVANIZING 5-94 Humic Acid Soil Conditioner 7-53 Humus 7-57 Hydrated Lime 3-21 In Stream Work 1-11 Incentive/Disincen tive Payment 1-10 Indemnification 1-119 Independent Assurance (IA 1-11 Induced Trench 6-10 Industry Standards 1-74 Inexcusable Delay 1-11, 1-109 Inslope Excavation 2-39 Inslope Excavation - Guardrail 2-40 Inslope Rehabilitation 2-40 Inspection Requirements 1-79 Inspector 1-11 Installation of Bearings 5-139 Installation of Gabions 6-2 Installation of Precast Units 5-164 Installation of Precast/Prestressed Deck Panels 5-177 Installation of Slabs, Beams and Girders 5-176 Installation of Traffic Control Devices 6-155 Insurance Certificates 1-31 Intent of the Contract 1-49 Interpretation and Interpolation 1-39 Jetting 5-5 Joining Culverts 6-8 Joint Covenants of Good Faith and Fairness 1-33 JOINT MATERIAL 7-17 Joint Mortar 7-18 Judicial Review 1-128 Landscape Establishment Period Obligations 1-11 Landscape Subcontractor 1-11 LANDSCAPING 6-67 Lane 1-11 Lapping 5-62 Laying Culvert 6-8 Laying Sod 6-53 Leads 5-4 LIGHTING MATERIAL 7-46 Limits on Subcontracting 1-47 Liquidated Dama 1-93 Liquidated Damages 1-11, 1-93 Loading Structures and Opening to Traffic 5-42 LOAM 6-49 Location and Alignment Tolerance 5-6
IX Location and Time 1-24 Lowering System for High Mast Lighting 7-50 Lubricant Adhesive 7-45 Luminaire LED fixtures 7-47 Lump Sum or Each 1-97 Mail Box Post 6-25 Maine Code of Fair Practices and Affirmative Action 1-68 Maine Human Rights Act 1-69 Mainline Cold Milling Machine 3-36 Maintenance and Acceptance 6-57 Maintenance During Suspension of Work 1-54 Maintenance During Winter Construction 1-53 MAINTENANCE OF TRAFFIC 6-147 Maintenance of Traffic Control Devices 6-161 Maintenance of Work 1-52 Maintenance Period 6-76 Major Item 1-12 Major Structures 2-37 Mandatory Notice 1-124 MANHOLES, INLETS, AND CATCH BASINS 6-13 Manufacture of Precast Units 5-162 Marking and Delivery 5-75 Mass 1-98 Match marking 5-74 Material 1-12 Material Friction Test 5-138 Material Identification and Control 5-69 MATERIALS 7-1 Measurement of Quantities for Payment 1-96 Measurement Provisions 1-97 Mechanical Couplers 5-62 MECHANICALLY STABILIZED EARTH RETAINING WALL 6-205 Metal Bin Type Retaining Wall 7-44 Metallic Pipe 7-40 METALLIC PIPE 7-19 Microwave Detectors 7-61 Mill Test Reports 5-68 MINIMUM QUALITY CONTROL FREQUENCIES 3-18 Minor Item 1-12 Misfits 5-84 Mixing and Delivery 5-23 MOBILIZATION 6-174 Mobilization Payments 1-102 Modification 1-12 Monitoring and Communications 1-92 Mulch 7-55 MULCH 6-58 Mulch Binder 7-56 Mulching 6-56 Multiple Pay Items 1-22 Narrow Roads 1-55 National Highway System(NHS) 1-12 Neoprene Pads 7-28 New Aggregate 2-31, 2-33 New Aggregate and Additiona l Recycled Material 3-13
X New Concrete Curb Ramps 6-36 New Ditch Excavation 2-40 Night Work 1-91, 6-158 No Separate Payment 1-92 No Waiver of Legal Rights 1-96 Non-Compensable Items 1-116 Non-conforming Work 1-12 Non-Conforming Work 1-87, 1-106 Nondestructive Testing 5-73 Non-Metallic Conduit 7-46 Non-metallic Pipe, Rigid 7-40 Non-Resident Contractor Requirements 1-31 Notice / Inspection / Punch List 1-95 Notice and Information Gathering 1-29 Notice of Award 1-12 Notice of Beginning Work 5-67 Notice of Default 1-129 Notice of Determination 1-29 Notice of Intent to Award 1-12, 1-30 Notice to Contractors 1-12 Notices / Final Inspections / Physical Work Completion 1-95 Offer 1-12 Offset Blocks 6-24 ON-THE-JOB TRAINING 6-174 Option I 6-6 Option III 6-6, 6-7 Order 1-12 Ordering Piles 5-2 Outside Project Limits 1-55 Overlimit Loads 1-55 Owner 1-12 PAINTS AND PRESERVATIVES 7-21 Panels 6-137 Partnering 1-12, 1-39 Patching of Epoxy Coating 5-58 Patents and Copyrights 1-37 Pavement Butt Joints 2-9 PAVEMENT MARKINGS 6-92 PAVEMENT SMOOTHNESS 4-25 Pavement Structure 1-13 PAVEMENTS 4-1 Pay Adjustment for Air Content, Methods A and B 5-54 Pay Adjustment for Chloride Permeability, Methods A and B 5-54 Pay Adjustment for Compressive Strength, Methods A and B 5-54 Pay Adjustments for Compressive Strength, Chloride Permeability 5-54 Pay Item 1-13 PAYMENT 1-96 Payment Bond 1-13 Payment for Materials Obtained and Stored 1-103 Payment Provisions 1-106 Payrolls and basic records 25 Pedestrian Detectors 7-61 Pedestrian Signal Indications 7-59 Performance and Payment Bonds 1-31 Performance Bond 1-13
XI Permanent Concrete Barrier Type II 5-153 Permanent Concrete Barrier Type IIIa 5-153 Permanent Concrete Barrier Type IIIb 5-153 Permanent Concrete Transition Barrier 5-153 Permanent Texas Classic Rail 5-153 Permit Requirements 1-61 Permits 1-13 Personal Liability 1-34 Photo Electric Control 7-48 Physical Work 1-13 Pile Driving Equipment 5-3 Pile Splices 5-13 Pile Tips 5-13 Piles Furnished 5-13 Piles in Place 5-13 PIPE CULVERTS AND STORM DRAINS 6-5 Pit or Quarry Requirements 1-63 Placement Equipment 3-15 Placing and Fastening 5-59 Placing Stones 6-42 Plain and Hand Laid Riprap 7-15 Plan Quantities 1-97 Plans 1-13 Plant Material-All Classes 6-67 PLANT MIXED RECYCLED ASPHALT PAVEMENT 3-29 Plant Pits and Beds 6-71 Plant Size and Root Balls 6-69 Planting Seasons 6-72 Plates for Fabricated Members 5-70 Plumb and Batter 5-48 Plywood 7-79 Polymer Precoated, Galvanized Co rrugated Steel Pipe and Pipe Ar ches 7-20 POLYSTYRENE PLASTIC INSULATION 6-162 Polyvinylchloride (PVC) Coated Gabions 7-26 Portable Changeable Message Sign 6-150 Portland cement 7-3 Portland Cement 3-13, 3-21 Portland-pozzolan cement 7-3 Post-Bid Qualification 1-28 Posted Roads or Bridges 1-55 POT or DISC BEARINGS 5-143 Potted and Container Grown Plants 6-75 Preaugering 5-5 PRECAST CONCRETE BLOCK GRAVITY WALL 6-178 Precast Concrete Slab 7-41 Precast Concrete Units 7-33 PRECAST STRUCTURAL CONCRETE 5-157 PRECAST, PRESTRESSED CONCRETE SUPERSTRUCTURE 5-166 Precast/prestressed Deck Panels 5-176 Pre-excavation 5-6 PREFABRICATED CONCRETE M ODULAR GRAVITY WALL 6-198 Prefabricated Pile Tips 5-12 Premises 1-13 Preparation and Protection of the Subgrade 2-25 Preparation of the Embankment Area 2-21
XII Prequalification Application 1-14 Prequalification Procedure 1-14 Prestressing 5-174 Pre-Suspension Work 1-93 Prewired Conduit 7-46 Price Adjustment for Hot Mix Asphalt 1-103 Priority of Conflicting Contract Documents 1-21 Process Control Test 1-14 Process Control Test Cylinders 5-173 Profile Grade 1-14 Progress Meeting 1-14 Progress Meetings 1-41 Progress Payment Estimates 1-102 Progress Payments 1-102 Project 1-14 Project Closeout 1-95 Project Level Negotiation 1-125 Project Limits 1-14 Project Manager 1-14 Project Records 1-14, 1-36 Project Specific Emergency Planning 1-50 Projected Payment Schedule 1-92 Prompt Payment of Subcontractors 1-48 Promptly 1-89 Proposal 1-15 Proposer 1-15 Protection of Material 5-57 Protection of Plants 6-75 PROTECTIVE COATING FOR CONCRETE SURFACES 5-119 Protective Coatings 5-69 Protective Liability 1-122 Pruning 6-75 Punch List 1-15 PVC (Polyvinylchloride) Perforated Pipe 7-19 PVC (Polyvinylchloride) Pipe 7-19 QC Inspector Qualifications 1-79 QCP Non-Compliance 1-80 QUALITY 1-73 Quality Assurance 1-80 Quality Assurance (QA) 1-15 Quality Control 1-77, 3-17 Quality Control (QC) 1-15 Quality Control Plan 5-1 Quality Control Plan (QCP) 1-15 Quality Control Plan Requirements 1-78 Quality Control, Method C 5-46 Quality Level Analysis 1-83 Quality Requirements 1-74 Quality Standards 1-74 Questions From Bidders 1-23 Race-neutral Goals 1-66 RAILINGS 5-99 Railroad Protective Liability 1-122 Rails 6-24 Rapid Chloride Permeability 5-50
XIII Rebuilding Catch Basins and Manholes 6-15 Receipted Bill 1-15 Received or Receipt 1-15 Reference Stake 1-16 Reflective Sheeting 6-137 Reinforced Concrete Pipe 7-18 REINFORCING STEEL 5-56 Reinforcing Steel and Welded Steel Wire Fabric 5-160 REINFORCING STEEL AND WELDED STEEL WIRE FABRIC 7-21 Rejection by Resident 5-48 Rejections 5-67 Related Entities 1-16 Relationship to Partnering Partnering 1-124 Remedial Work 1-89 Remedial Work Procedure and Requirements 1-89 Removal of Forms and False work 5-27 Removal of Unsound Concrete 5-122 Removing Bituminous Concrete Pavement 2-8 Removing Buildings 2-6 Removing Existing Bituminous Pavement 2-7 Removing Existing Superstructure 2-6 Removing Lines and Markings 6-95 Removing Manholes or Catch Basins 2-8 Removing Pavement Surface 2-8 Removing Portland Cement Concrete Pavement 2-8 Repairing Defects and Filling Form Tie Holes in Concrete Surfaces 5-34 Request for Proposal 1-16 Requests for Information 1-42 Required Pile Resistance 5-11 Resetting Stone or Portland Cement Concrete Curb 6-40 Residen 1-16 Resident Work Order 1-16 Resolution of Disputed Accep tance Test Results 5-49 RESOLUTION OF DISPUTES 1-123 Responsibility for Damage to Work 1-37 Responsibility for Property of Others 1-38 Retainage 1-102 Reuse of Bolts 5-84 Review Standards and Procedures 1-61 Right to Inspect Work 1-34 Right to Reject Bids 1-28 Right to Suspend Work 1-34 Right to Withhold Payments 1-105 Right-of-Way 1-16 RIGHTS AND RESPONSIBILITIES 1-33 Riprap 6-42 Risk of Other Conditions 1-108 Road 1-16 Roadbed 1-16 Roadside 1-16 Roadside Development 1-16 ROADSIDE IMPROVEMENT MATERIAL 7-53 Roadside Signing 7-82 Roadway 1-16 Roadway Excavation 2-18
XIV Rock Borrow 7-13 Rock Embankments 2-24 Roles Regarding Quality 1-73 Rotational Capacity Test 5-77 Rumble Strip Crossing 6-158 Safety Responsibility 1-49 Salvage of Existing Hot Mix Asphalt Pavement 2-14 Sampling and Testing 1-76 Schedule of Items 1-16 Schedule of Liquidated Damages 1-94 Schedule of Work 1-16 Schedule of Work Required 1-91 Schedule Revisions 1-92 Scheduling of Work 1-91 Seasonal Work Restrictions 1-91 Secondary Wiring 7-46 Seed 7-54 SEEDING 6-54 Seeding Method Number 1 6-54 Seeding Method Number 2 6-54 Seeding Method Number 3 6-54 Selective Clearing and Thinning 2-2 Separation Geotextile 6-61 Set-retarding Chemical Admixtures 7-4 SEWPCP REQUIREMENTS 6-165 Sexual Harassment 1-72 SHOP APPLIED PROTECTIVE COATING - STEEL 5-88 Shop Bolts 5-75 Shop Drawings 1-17 Shop Strutting 6-9 Shoulder 1-17 Shoulder Cold Milling Machine 3-37 SHOULDER REHABILITATION 2-30 Shoulder Widening 6-25 Sidewalk 1-17 Sidewalk Construction 6-34 Sidewalk Materials 6-33 SIDEWALKS 6-33 Sign Type I guide signs 6-136 Sign Type I regulatory 6-136 Sign Type II guide signs 6-137 Sign Type II regulatory, warning and route marker 6-137 Signal Mounting 7-60 SIGNING MATERIAL 7-77 Silica Fume 7-5 Skew or Skew Angle 1-17 Slag 7-5 Sliding Surfaces 5-140 SLOPE PROTECTION 5-118 Sources 1-75 Special Backfill 2-38 Special Detour Construction 5-112 Special Provision 1-17 Specifications 1-17 Splicing 5-61
XV Splicing Piles 5-11 Spray Applied High Performance Membrane 5-105 Sprinkling 6-113 Stainless Steel 7-28 Standard Details 1-17 Standard Specifications 1-17 Start of Winter Suspension 1-92 State 1-17 State Wage Rates and Labor Laws 1-37 Static Load Test 5-8 Static Load Tests 5-14 STEEL BEARINGS 5-141 Steel Bridge Railing 5-99 Steel Pipe Hand Railing 5-100 Steel Pipe Piles and Steel Casings 5-6 Steel Structural Plate Pipe, Pip e Arches, Arches, Box Culverts, 7-20 STEPS 6-119 Stone Ballast 7-16 Stone Blanket 7-15 Stone Bridge Curb 6-39 Stone Curb 7-29 Stone Curbing and Edging 7-29 Stone Ditch Protection 6-43, 7-15 Stone Edging 6-39 Stone Fill 7-14 Stone Fill and Stone Blanket 6-42 STONE FILL, RIPRAP, STONE BLANKET, AND 6-41 Stone for French Drains 7-14 Stones for Gabions 7-26 Storage 1-75 Street 1-17 STRUCTURAL ALUMINUM AND RELATED MATERIAL 7-52 STRUCTURAL CONCRETE 5-17 Structural Concrete Box Culverts 5-51 Structural Concrete Culvert End walls 5-52 Structural Concrete Curb and Sidewalks 5-52 STRUCTURAL CONCRETE RELATED MATERIAL 7-3 STRUCTURAL CONCRETE REPAIR 5-120 Structural Concrete Rigid Frame Structures 5-52 Structural Concrete Superstructure Slabs 5-51 Structural Concrete, Abutments and Retaining 5-52 Structural Concrete, Approach Slabs 5-51 STRUCTURAL EXCAVATION 2-34 Structural Plate Box Culverts 5-108 Structural Plate Pipes and Pipe Arches 5-107 STRUCTURAL PLATE PIPES, PIPE ARCHES, ARCHES, AND METAL BOX CULV ERTS 5-105 Structural Steel 7-41 STRUCTURAL STEEL 5-65 STRUCTURAL STEEL AND RELATED MATERIAL 7-41 STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, 7-82 Structures 1-17 STRUCTURES 5-1 Strut 1-17 Stud Shear Connectors, Anchors and Fasteners 7-26 STUD WELDED SHEAR CONNECTORS , ANCHORS, & FASTENERS 5-86
XVI Subcontracting 1-47 Subcontractor 1-17 Subcontractor Claims for Payment 1-48 Subcontractor Quoted Work 1-118 Subgrade 1-18 Subgrade Treat 1-18 Substantial Changes to Major Items 1-107 Substantially Conform or Substantial Conformity 1-18 Substantially Conforming Work 1-88 Substructure 1-18 Successful Bidder 1-18 Sundays and Holidays 1-91 Superintendent 1-18 Superstructure 1-18 Supplemental Liquidated Damages 1-18, 1-95 Supplemental Standard Details 1-18 Support Structures 5-84 Surety 1-18 Surface Roughness Requirements 5-141 Surface Tolerance 2-31, 2-33 Surface Treatment of Forms 5-26 Survey Quality Assurance 1-59 Survey Quality Control and Construction Layout 1-57 Survey Work Plan 1-58 Suspension From Bidding 1-22 Suspension of Work 1-92 Suspensions Due To Uncontrollable Events 1-93 Suspensions for Cause 1-93 Suspensions for Convenience 1-93 Taxes, Fees, Allowances, and Notices 1-106 Temporary Concrete Barrier Type I 5-153 TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL 6-164 TEMPORARY STRUCTURAL SUPPORTS 5-148 Tension Couplers 5-62 Tensioning High Strength Bolts 5-80 Termination 1-129 Termination of VECP Process 1-114 Test Strip 3-19, 3-27 Testing 1-78 TESTING REQUIREMENTS 3-17, 3-40 Thermal Cutting 5-70 THERMAL SPRAY COATING 5-95 TIME 1-90 Top-coating Galvanized Surfaces 5-95 Traffic Control 6-156 Traffic Control and Management 1-52 TRAFFIC SIGNALS 6-121 TRAFFIC SIGNALS MATERIAL 7-57 TRANSPLANTING SHRUBS, HEDGES, AND TREES 6-77 Traveled Way 1-19 Unacceptable Materials 1-76 Unacceptable Work 1-88, 4-26 Unauthorized Work 1-19, 1-88 Unbalanced Bids 1-28 Uncontrollable Events 1-19, 1-34
XVII Underdrain Backfill Material 7-13 Underdrain Construction 6-19 Underdrain Outlets 6-20 Underdrain Type C 6-20 Underdrain, Type B 6-19 UNDERDRAINS 6-18 Uninspected Work 1-19, 1-88 Unit Price 1-19 Unpainted Steel 5-69 Unsafe Conditions 1-50 UNTREATED AGGREGATE SURFACE COURSE 4-30 Utilities Within Right-of-Way 1-43 Utility Companies 1-19 Utility Coordination 1-43 Utility Facilities 1-19 Value Engineering 1-112 Value Engineering Change Proposal 1-19 Vehicular and Pedestrian Traffic Separated 5-112 Vehicular Loop Detectors 7-60 Vehicular Signal Indications 7-57 Vertical Stone Curb 6-38 Vibrating 5-30 Vibratory Hammers 5-5 Voids and Inserts 5-170 Volume 1-98 Wage Rates and Labor Laws 1-36 Warning Lights 6-157 Warranty Provisions 1-88 Waste Areas 2-20 Water Pollution Control Requirements 6-167 Water Reducing Chemical Admixtures 7-4 WATER SERVICE SUPPLY LINES 6-80 WATERPROOFING MEMBRANE 5-101 Waterstops 7-4 Weather Limitations 3-15, 3-24, 3-31 Welded Fabrication 5-73 Welding 5-72 Welding Requirements 5-72 WET CAST SMALL LANDSCAPE BLOCK WALL 6-188 Wetland and Waterbody Impacts 1-62 Wetlands 1-20 Winter Construction of Embankments 2-25 Winter Suspensions 1-20, 1-92 Withdrawal of Bids 1-25 Wooden Steps 6-120 Work 1-20 Work Order 1-21 Work to Proceed Despite Issue or Dispute 1-124 Workers' Compensation 1-121 Working Day 1-20 Working Drawings 1-20 Woven Wire or Barbed Wire Fencing 6-30 Zinc - Coated (Galvanized) Corrugated Steel Pipe 7-21 Zinc Coating 5-58 ZINC RICH COATING SYSTEM 5-91
XVIII