2010 Standard Specifications2010 Standard Specifications M 41-10 Page i FOREWORD These Standard...

StandardSpecificationsfor Road, Bridge, and Municipal Construction

2010M 41-10

WashingtonStandard S

pecifications: 2010

Standard

Specificationsfor Road, Bridge, and

Municipal Construction

2010M 41-10

Ordering InformationAdditional copies of Standard Specifications: 2010 may be purchased for $25.00 each from:

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Note: This publication is not for resale.Standard Specifications: 2010 can be also downloaded, free of charge, from the WSDOT home page: http://www.wsdot.wa.gov/Publications/Manuals/M41-10.htm

Americans with Disabilities Act (ADA) InformationMaterials can be provided in alternative formats for persons with disabilities by contacting the ADA Compliance Officer via telephone at 360-705-7097 or by e-mail to Shawn Murinko at [email protected].

Title VI Notice to PublicIt is Washington State Department of Transportation (WSDOT) policy to ensure that no person shall, on the grounds of race, color, national origin, or sex, as provided by Title VI of the Civil Rights Act of 1964, be excluded from participation in, be denied the benefits of, or be otherwise discriminated against, under any of its federally funded programs and activities. Any person who believes his/her Title VI protection has been violated may file a complaint with WSDOT’s Office of Equal Opportunity (OEO). For Title VI complaint forms and advice, please contact OEO’s Title VI Coordinator at 360-705-7098.

Standard Specifications: 2010, Copyright © 2005, Washington State Department of Transportation. All rights reserved.

2010 Standard Specifications M 41-10 Page i

FOREWORD

These Standard Specifications for Road, Bridge and Municipal Construction have been developed to serve as a baseline for the work delivered to the public by the Washington State Department of Transportation (WSDOT). The Standard Specifications are incorporated into the written agreement (Contract) between WSDOT as Contracting Agency and the Contractor, except where the Contract indicates that a particular specification has been amended or replaced with a special provision to resolve project-specific issues. The decision to amend or replace any standard specification with a special provision is made during the design process and is based upon the sound engineering judgment of the project designer.

These Standard Specifications reflect years of refinement through the literally hundreds of projects the Department delivers each year. In addition, the standards are the result of countless hours of development and review by both our internal WSDOT staff as well as our industry partners through the joint WSDOT/Associated General Contractors’ Standing Committees.

Finally, these standards reflect the contracting philosophy and balance of risk-sharing that the Department has adopted through the years. We believe that this balance of risks gives us the lowest final cost solution to our transportation needs. For example, shifting risk to the Contractor can provide more certainty on final cost, but may result in higher initial cost. On the other hand, accepting more risk by the owner can result in lower initial costs, but less certainty on the final cost. We at the Department of Transportation believe that we have reached the optimum point of balance for risk, and we will continue to consider this balance on all future specification revisions.

The language above indicates that these specifications are to be used only as a guideline during the design process, and that is true. Once they have been incorporated into a Contract, however, they become the legal and enforceable language of that Contract. The Standard Specifications, the Amendments to the Standards, and the Project Special Provisions, along with any attachments in the Contract documents, define a Contract and are no longer seen as guidelines. Rather, they are the written agreement, subject to revision only through the change order process.

This preface is for informational purposes only and is not to be used to interpret or affect the terms of the Contract between WSDOT as Contracting Agency and the Contractor.

Jeff Carpenter, P.E. State Construction Engineer

Page ii 2010 Standard Specifications M 41-10

2010 Standard Specifications M 41-10 Page iii

2010 STANDARD SPEcIFIcATIONS

Division 1 General Requirements

Division 2 Earthwork

Division 3 Production From Quarry and Pit Sites and Stockpiling

Division 4 Bases

Division 5 Surface Treatments and Pavements

Division 6 Structures

Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and conduits

Division 8 Miscellaneous construction

Division 9 Materials

Index

Page iv 2010 Standard Specifications M 41-10

2010 Standard Specifi cations M 41-10 Page v

DIVISION 1GENERAL REQUIREMENTS

1-01 DEFINITIONS AND TERMS .......................................................................... 1-11-01.1 General ................................................................................................. 1-11-01.2 Abbreviations ....................................................................................... 1-1

1-01.2(1) Associations and Miscellaneous ...................................... 1-11-01.2(2) Items of Work and Units of Measurement ....................... 1-3

1-01.3 Defi nitions ............................................................................................ 1-41-02 BID PROCEDURES AND CONDITIONS ...................................................... 1-9

1-02.1 Prequalifi cation of Bidders .................................................................. 1-91-02.2 Plans and Specifi cations ..................................................................... 1-101-02.3 Estimated Quantities .......................................................................... 1-101-02.4 Examination of Plans, Specifi cations, and Site of Work .................... 1-10

1-02.4(1) General ........................................................................... 1-101-02.4(2) Subsurface Information .................................................. 1-12

1-02.5 Proposal Forms .................................................................................. 1-121-02.6 Preparation of Proposal ...................................................................... 1-121-02.7 Bid Deposit ........................................................................................ 1-131-02.8 Noncollusion Declaration and Lobbying Certifi cation ...................... 1-13

1-02.8(1) Noncollusion Declaration .............................................. 1-131-02.8(2) Lobbying Certifi cation ................................................... 1-13

1-02.9 Delivery of Proposal .......................................................................... 1-141-02.10 Withdrawal or Revision of Proposal .................................................. 1-141-02.11 Combination and Multiple Proposals ................................................. 1-141-02.12 Public Opening of Proposals .............................................................. 1-151-02.13 Irregular Proposals ............................................................................. 1-151-02.14 Disqualifi cation of Bidders ................................................................ 1-151-02.15 Pre-Award Information ...................................................................... 1-16

1-03 AWARD AND EXECUTION OF CONTRACT ............................................ 1-171-03.1 Consideration of Bids ........................................................................ 1-17

1-03.1(1) Tied Bids ........................................................................ 1-171-03.2 Award of Contract .............................................................................. 1-171-03.3 Execution of Contract ........................................................................ 1-181-03.4 Contract Bond .................................................................................... 1-181-03.5 Failure to Execute Contract ............................................................... 1-181-03.6 Return of Bid Deposit ........................................................................ 1-191-03.7 Judicial Review .................................................................................. 1-19

1-04 SCOPE OF THE WORK ................................................................................ 1-201-04.1 Intent of the Contract ......................................................................... 1-20

1-04.1(1) Bid Items Included in the Proposal ................................ 1-201-04.1(2) Bid Items Not Included in the Proposal ......................... 1-20

1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifi cations, and Addenda .............................................................. 1-20

1-04.3 Vacant ................................................................................................. 1-201-04.4 Changes .............................................................................................. 1-21

1-04.4(1) Minor Changes ............................................................... 1-221-04.5 Procedure and Protest by the Contractor ........................................... 1-221-04.6 Variation in Estimated Quantities ...................................................... 1-231-04.7 Differing Site Conditions (Changed Conditions)............................... 1-251-04.8 Progress Estimates and Payments ...................................................... 1-251-04.9 Use of Buildings or Structures ........................................................... 1-25

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1-04.10 Use of Materials Found on the Project .............................................. 1-261-04.11 Final Cleanup ..................................................................................... 1-26

1-05 CONTROL OF WORK ................................................................................... 1-271-05.1 Authority of the Engineer .................................................................. 1-271-05.2 Authority of Assistants and Inspectors .............................................. 1-271-05.3 Plans and Working Drawings ............................................................. 1-281-05.4 Conformity With and Deviations From Plans and Stakes ................. 1-281-05.5 Vacant ................................................................................................. 1-291-05.6 Inspection of Work and Materials ...................................................... 1-291-05.7 Removal of Defective and Unauthorized Work ................................. 1-301-05.8 Vacant ................................................................................................. 1-301-05.9 Equipment .......................................................................................... 1-301-05.10 Guarantees .......................................................................................... 1-301-05.11 Final Inspection .................................................................................. 1-301-05.12 Final Acceptance ................................................................................ 1-311-05.13 Superintendents, Labor, and Equipment of Contractor ...................... 1-31

1-05.13(1) Emergency Contact List ................................................. 1-321-05.14 Cooperation With Other Contractors ................................................. 1-321-05.15 Method of Serving Notices ................................................................ 1-32

1-06 CONTROL OF MATERIAL ........................................................................... 1-331-06.1 Approval of Materials Prior To Use ................................................... 1-33

1-06.1(1) Qualifi ed Products List (QPL) ....................................... 1-331-06.1(2) Request for Approval of Material (RAM) ..................... 1-341-06.1(3) Aggregate Source Approval (ASA) Database ................ 1-34

1-06.2 Acceptance of Materials .................................................................... 1-351-06.2(1) Samples and Tests for Acceptance ................................. 1-351-06.2(2) Statistical Evaluation of Materials for Acceptance ........ 1-36

1-06.2(2)A General ..................................................... 1-361-06.2(2)B Financial Incentive ................................... 1-411-06.2(2)C Removed and Rejected Materials ............ 1-411-06.2(2)D Quality Level Analysis ............................. 1-41

1-06.2(2)D1 General ............................. 1-411-06.2(2)D2 Hot Mix Asphalt ............... 1-411-06.2(2)D3 Other Materials ................ 1-421-06.2(2)D4 Quality Level Calculation 1-42

1-06.3 Manufacturer’s Certifi cate of Compliance ......................................... 1-431-06.4 Handling and Storing Materials ......................................................... 1-431-06.5 Owners Manuals and Operating Instructions ..................................... 1-431-06.6 Vacant ................................................................................................. 1-43

1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ..... 1-441-07.1 Laws to be Observed .......................................................................... 1-441-07.2 State Taxes ......................................................................................... 1-45

1-07.2(1) State Sales Tax: Work Performed on City, County, or Federally-Owned Land .............................................. 1-45

1-07.2(2) State Sales Tax: Work on State-Owned or Private Land 1-451-07.2(3) Services .......................................................................... 1-45

1-07.3 Forest Protection and Merchantable Timber Requirements ............... 1-461-07.3(1) Forest Fire Prevention .................................................... 1-461-07.3(2) Merchantable Timber Requirements .............................. 1-46

1-07.4 Sanitation ........................................................................................... 1-461-07.4(1) General ........................................................................... 1-461-07.4(2) Health Hazards ............................................................... 1-46

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1-07.5 Environmental Regulations ................................................................ 1-461-07.5(1) General ........................................................................... 1-461-07.5(2) State Department of Fish and Wildlife ........................... 1-471-07.5(3) State Department of Ecology ......................................... 1-471-07.5(4) Air Quality ..................................................................... 1-48

1-07.6 Permits and Licenses .......................................................................... 1-481-07.7 Load Limits ........................................................................................ 1-48

1-07.7(1) General ........................................................................... 1-481-07.7(2) Load-Limit Restrictions ................................................. 1-49

1-07.8 High-Visibility Apparel ...................................................................... 1-501-07.8(1) Traffi c Control Personnel ............................................... 1-501-07.8(2) Non-Traffi c Control Personnel ....................................... 1-50

1-07.9 Wages ................................................................................................. 1-501-07.9(1) General ........................................................................... 1-501-07.9(2) Posting Notices .............................................................. 1-521-07.9(3) Apprentices .................................................................... 1-521-07.9(4) Disputes.......................................................................... 1-521-07.9(5) Required Documents ...................................................... 1-531-07.9(6) Audits ............................................................................. 1-53

1-07.10 Worker’s Benefi ts ............................................................................... 1-531-07.11 Requirements For Nondiscrimination ................................................ 1-54

1-07.11(1) General Application ....................................................... 1-541-07.11(2) Contractual Requirements .............................................. 1-54

1-07.11(2)A Equal Employment Opportunity (EEO) Responsibilities ........................................ 1-55

1-07.11(3) Equal Employment Opportunity Offi cer ........................ 1-561-07.11(4) Dissemination of Policy ................................................. 1-56

1-07.11(4)A Supervisory Personnel ............................. 1-561-07.11(4)B Employees, Applicants, and Potential

Employees ................................................ 1-571-07.11(5) Sanctions ........................................................................ 1-571-07.11(6) Incorporation of Provisions ............................................ 1-571-07.11(7) Vacant ............................................................................. 1-581-07.11(8) Vacant ............................................................................. 1-581-07.11(9) Subcontracting, Procurement of Materials, and

Leasing of Equipment .................................................... 1-581-07.11(10) Records and Reports ...................................................... 1-58

1-07.11(10)A General ..................................................... 1-581-07.11(10)B Required Records and Retention ............. 1-58

1-07.12 Federal Agency Inspection ................................................................. 1-591-07.13 Contractor’s Responsibility for Work ................................................ 1-59

1-07.13(1) General ........................................................................... 1-591-07.13(2) Relief of Responsibility for Completed Work ............... 1-591-07.13(3) Relief of Responsibility for Damage by Public Traffi c . 1-601-07.13(4) Repair of Damage .......................................................... 1-60

1-07.14 Responsibility for Damage ................................................................ 1-601-07.15 Temporary Water Pollution/Erosion Control ..................................... 1-62

1-07.15(1) Spill Prevention, Control and Countermeasures Plan .... 1-631-07.16 Protection and Restoration of Property .............................................. 1-65

1-07.16(1) Private/Public Property .................................................. 1-651-07.16(2) Vegetation Protection and Restoration ........................... 1-66

1-07.16(2)A Wetland and Sensitive Area Protection .... 1-67

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1-07.16(3) Fences, Mailboxes, Incidentals ...................................... 1-671-07.16(4) Archaeological and Historical Objects .......................... 1-67

1-07.16(4)A Inadvertent Discovery of Human Skeletal Remains ...................................... 1-67

1-07.16(5) Payment .......................................................................... 1-681-07.17 Utilities and Similar Facilities ........................................................... 1-68

1-07.17(1) Utility Construction, Removal or Relocation by the Contractor ................................................................. 1-68

1-07.17(2) Utility Construction, Removal or Relocation by Others 1-681-07.18 Public Liability and Property Damage Insurance .............................. 1-691-07.19 Gratuities ............................................................................................ 1-701-07.20 Patented Devices, Materials, and Processes ...................................... 1-701-07.21 Rock Drilling Safety Requirements ................................................... 1-701-07.22 Use of Explosives .............................................................................. 1-701-07.23 Public Convenience and Safety ......................................................... 1-71

1-07.23(1) Construction Under Traffi c ............................................ 1-711-07.23(2) Construction and Maintenance of Detours .................... 1-73

1-07.24 Rights of Way ..................................................................................... 1-741-07.25 Opening of Sections to Traffi c ........................................................... 1-741-07.26 Personal Liability of Public Offi cers .................................................. 1-741-07.27 No Waiver of State’s Legal Rights ..................................................... 1-74

1-08 PROSECUTION AND PROGRESS .............................................................. 1-751-08.1 Subcontracting ................................................................................... 1-75

1-08.1(1) Subcontract Completion and Return of Retainage Withheld ......................................................................... 1-76

1-08.2 Assignment ........................................................................................ 1-771-08.3 Progress Schedule .............................................................................. 1-77

1-08.3(1) General Requirements .................................................... 1-771-08.3(2) Progress Schedule Types ................................................ 1-78

1-08.3(2)A Type A Progress Schedule ........................ 1-781-08.3(2)B Type B Progress Schedule ....................... 1-781-08.3(2)C Vacant ....................................................... 1-791-08.3(2)D Weekly Look-Ahead Schedule ................. 1-79

1-08.3(3) Schedule Updates ........................................................... 1-791-08.3(4) Measurement .................................................................. 1-791-08.3(5) Payment .......................................................................... 1-80

1-08.4 Prosecution of Work ........................................................................... 1-801-08.5 Time for Completion .......................................................................... 1-801-08.6 Suspension of Work ........................................................................... 1-811-08.7 Maintenance During Suspension ....................................................... 1-821-08.8 Extensions of Time ............................................................................ 1-831-08.9 Liquidated Damages .......................................................................... 1-851-08.10 Termination of Contract ..................................................................... 1-85

1-08.10(1) Termination for Default ................................................. 1-851-08.10(2) Termination for Public Convenience ............................. 1-871-08.10(3) Termination for Public Convenience Payment Request 1-871-08.10(4) Payment for Termination for Public Convenience ......... 1-881-08.10(5) Responsibility of the Contractor and Surety .................. 1-88

1-09 MEASUREMENT AND PAYMENT .............................................................. 1-891-09.1 Measurement of Quantities ................................................................ 1-891-09.2 Weighing Equipment.......................................................................... 1-90

1-09.2(1) General Requirements for Weighing Equipment ........... 1-901-09.2(2) Specifi c Requirements for Batching Scales ................... 1-91

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1-09.2(3) Specifi c Requirements for Platform Scales .................... 1-921-09.2(4) Specifi c Requirements for Belt Conveyor Scales .......... 1-921-09.2(5) Measurement .................................................................. 1-921-09.2(6) Payment .......................................................................... 1-93

1-09.3 Scope of Payment .............................................................................. 1-931-09.4 Equitable Adjustment ......................................................................... 1-941-09.5 Deleted or Terminated Work .............................................................. 1-941-09.6 Force Account .................................................................................... 1-951-09.7 Mobilization ....................................................................................... 1-991-09.8 Payment for Material on Hand ........................................................... 1-991-09.9 Payments .......................................................................................... 1-100

1-09.9(1) Retainage ...................................................................... 1-1011-09.10 Payment for Surplus Processed Materials ........................................ 1-1021-09.11 Disputes and Claims ........................................................................ 1-102

1-09.11(1) Disputes Review Board ................................................ 1-1031-09.11(1)A Disputes Review Board Membership .... 1-1031-09.11(1)B Disputes Review Board Procedures ....... 1-104

1-09.11(2) Claims .......................................................................... 1-1051-09.11(3) Time Limitation and Jurisdiction ................................. 1-107

1-09.12 Audits ............................................................................................... 1-1081-09.12(1) General ......................................................................... 1-1081-09.12(2) Claims .......................................................................... 1-1081-09.12(3) Required Documents for Audits ................................... 1-108

1-09.13 Claims Resolution ............................................................................ 1-1091-09.13(1) General ......................................................................... 1-1091-09.13(2) Nonbinding Alternative Disputes Resolution (ADR) .. 1-1091-09.13(3) Claims $250,000 or Less .............................................. 1-110

1-09.13(3)A Administration of Arbitration ................ 1-1101-09.13(3)B Procedures to Pursue Arbitration ........... 1-110

1-09.13(4) Claims in Excess of $250,000 .......................................1-1111-10 TEMPORARY TRAFFIC CONTROL ........................................................ 1-112

1-10.1 General ............................................................................................. 1-1121-10.1(1) Materials ...................................................................... 1-1121-10.1(2) Description ................................................................... 1-112

1-10.2 Traffi c Control Management ............................................................ 1-1131-10.2(1) General ......................................................................... 1-113

1-10.2(1)A Traffi c Control Management .................. 1-1141-10.2(1)B Traffi c Control Supervisor ..................... 1-114

1-10.2(2) Traffi c Control Plans .................................................... 1-1151-10.2(3) Conformance to Established Standards ....................... 1-116

1-10.3 Traffi c Control Labor, Procedures and Devices ............................... 1-1171-10.3(1) Traffi c Control Labor ................................................... 1-117

1-10.3(1)A Flaggers and Spotters ............................. 1-1171-10.3(1)B Other Traffi c Control Labor ................... 1-117

1-10.3(2) Traffi c Control Procedures ........................................... 1-1181-10.3(2)A One-Way Traffi c Control ....................... 1-1181-10.3(2)B Rolling Slowdown ................................. 1-1181-10.3(2)C Lane Closure Setup/Takedown .............. 1-1191-10.3(2)D Mobile Operations ................................. 1-1191-10.3(2)E Patrol & Maintain Traffi c Control

Measures ................................................ 1-119

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1-10.3(3) Traffi c Control Devices ................................................ 1-1201-10.3(3)A Construction Signs ................................. 1-1201-10.3(3)B Sequential Arrow Signs .......................... 1-1201-10.3(3)C Portable Changeable Message Sign ....... 1-1211-10.3(3)D Barricades .............................................. 1-1211-10.3(3)E Traffi c Safety Drums .............................. 1-1211-10.3(3)F Barrier Drums ........................................ 1-1211-10.3(3)G Traffi c Cones and Tall Channelizing

Devices ................................................... 1-1221-10.3(3)H Tubular Markers ..................................... 1-1221-10.3(3)I Warning Lights and Flashers.................. 1-1221-10.3(3)J Truck-Mounted Attenuator .................... 1-1221-10.3(3)K Portable Temporary Traffi c Control

Signal ..................................................... 1-1221-10.4 Measurement .................................................................................... 1-123

1-10.4(1) Lump Sum Bid for Project (No Unit Items) ................ 1-1231-10.4(2) Item Bids with Lump Sum for Incidentals ................... 1-1231-10.4(3) Reinstating Unit Items with Lump Sum Traffi c

Control ......................................................................... 1-1251-10.4(4) Owner-Provided Resources.......................................... 1-125

1-10.5 Payment ............................................................................................ 1-1251-10.5(1) Lump Sum Bid for Project (No Unit Items) ................ 1-1251-10.5(2) Item Bids with Lump Sum for Incidentals ................... 1-1251-10.5(3) Reinstating Unit Items with Lump Sum Traffi c

Control ......................................................................... 1-126

2010 Standard Specifi cations M 41-10 Page xi

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DIVISION 2EARTHWORK

2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP............................ 2-12-01.1 Description ........................................................................................... 2-12-01.2 Disposal of Usable Material and Debris .............................................. 2-1

2-01.2(1) Disposal Method No. 1 — Open Burning ....................... 2-12-01.2(2) Disposal Method No. 2 — Waste Site ............................. 2-12-01.2(3) Disposal Method No. 3 — Chipping ............................... 2-2

2-01.3 Construction Requirements .................................................................. 2-22-01.3(1) Clearing ............................................................................ 2-22-01.3(2) Grubbing .......................................................................... 2-22-01.3(3) Vacant ............................................................................... 2-32-01.3(4) Roadside Cleanup ............................................................ 2-3

2-01.4 Measurement ........................................................................................ 2-32-01.5 Payment ................................................................................................ 2-3

2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ............................. 2-42-02.1 Description ........................................................................................... 2-42-02.2 Vacant ................................................................................................... 2-42-02.3 Construction Requirements .................................................................. 2-4

2-02.3(1) Removal of Foundations .................................................. 2-42-02.3(2) Removal of Bridges, Box Culverts, and other

Drainage Structures .......................................................... 2-42-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters ... 2-5


2-03 ROADWAY EXCAVATION AND EMBANKMENT ...................................... 2-62-03.1 Description ........................................................................................... 2-62-03.2 Vacant ................................................................................................... 2-62-03.3 Construction Requirements .................................................................. 2-6

2-03.3(1) Widening of Cuts ............................................................. 2-62-03.3(2) Rock Cuts ......................................................................... 2-62-03.3(3) Excavation Below Subgrade ............................................ 2-92-03.3(4) Sluicing ............................................................................ 2-92-03.3(5) Slope Treatment ............................................................... 2-92-03.3(6) Deposit of Rock for the Contracting Agency’s Use ....... 2-102-03.3(7) Disposal of Surplus Material ......................................... 2-10

2-03.3(7)A General ..................................................... 2-102-03.3(7)B Haul .......................................................... 2-102-03.3(7)C Contractor-Provided Disposal Site........... 2-10

2-03.3(8) Wasting Material ............................................................ 2-112-03.3(9) Roadway Ditches ........................................................... 2-112-03.3(10) Selected Material ........................................................... 2-112-03.3(11) Slides .............................................................................. 2-112-03.3(12) Overbreak ....................................................................... 2-112-03.3(13) Borrow ........................................................................... 2-122-03.3(14) Embankment Construction ............................................. 2-12

2-03.3(14)A Rock Embankment Construction ............. 2-132-03.3(14)B Earth Embankment Construction ............. 2-142-03.3(14)C Compacting Earth Embankments ............ 2-142-03.3(14)D Compaction and Moisture Control Tests . 2-152-03.3(14)E Unsuitable Foundation Excavation .......... 2-15

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2-03.3(14)F Displacement of Unsuitable Foundation Materials .................................................. 2-16

2-03.3(14)G Backfi lling ................................................ 2-162-03.3(14)H Prefabricated Vertical Drains ................... 2-162-03.3(14)I Embankments at Bridge and Trestle Ends 2-172-03.3(14)J Gravel Borrow Including Haul ................ 2-182-03.3(14)K Select or Common Borrow Including

Haul .......................................................... 2-182-03.3(14)L Embankment Widening for Guardrail ...... 2-182-03.3(14)M Excavation of Channels and Ditches ....... 2-18

2-03.3(15) Aeration .......................................................................... 2-192-03.3(16) End Slopes ..................................................................... 2-192-03.3(17) Snow Removal ............................................................... 2-192-03.3(18) Stepped Slope Construction ........................................... 2-20

2-03.4 Measurement ...................................................................................... 2-202-03.5 Payment .............................................................................................. 2-21

2-04 HAUL ................................................................................................................ 2-232-04.1 Description ......................................................................................... 2-232-04.2 Vacant ................................................................................................. 2-232-04.3 Vacant ................................................................................................. 2-232-04.4 Measurement ...................................................................................... 2-232-04.5 Payment .............................................................................................. 2-23

2-05 VACANT ........................................................................................................... 2-242-06 SUBGRADE PREPARATION ........................................................................ 2-25

2-06.1 Description ......................................................................................... 2-252-06.2 Vacant ................................................................................................. 2-252-06.3 Construction Requirements ................................................................ 2-25

2-06.3(1) Subgrade for Surfacing .................................................. 2-252-06.3(2) Subgrade for Pavement .................................................. 2-25

2-06.4 Vacant ................................................................................................. 2-262-06.5 Measurement and Payment ................................................................ 2-26

2-06.5(1) Subgrade Constructed Under Same Contract ................ 2-262-06.5(2) Subgrade Not Constructed Under Same Contract ......... 2-26

2-07 WATERING ...................................................................................................... 2-272-07.1 Description ......................................................................................... 2-272-07.2 Vacant ................................................................................................. 2-272-07.3 Construction Requirements ................................................................ 2-272-07.4 Measurement ...................................................................................... 2-272-07.5 Payment .............................................................................................. 2-27

2-08 VACANT ........................................................................................................... 2-282-09 STRUCTURE EXCAVATION ........................................................................ 2-29

2-09.1 Description ......................................................................................... 2-292-09.2 Materials ............................................................................................ 2-292-09.3 Construction Requirements ................................................................ 2-29

2-09.3(1) General Requirements .................................................... 2-292-09.3(1)A Staking, Cross-Sectioning, and

Inspecting ................................................. 2-292-09.3(1)B Depth of Excavation ................................ 2-292-09.3(1)C Removal of Unstable Base Material ........ 2-292-09.3(1)D Disposal of Excavated Material ............... 2-292-09.3(1)E Backfi lling ................................................ 2-302-09.3(1)F Items to Remain ....................................... 2-31

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CONTENTS

2-09.3(2) Classifi cation of Structure Excavation ........................... 2-312-09.3(3) Construction Requirements, Structure Excavation,

Class A ........................................................................... 2-322-09.3(3)A Preservation of Channel ........................... 2-322-09.3(3)B Excavation Using Open Pits — Extra

Excavation ................................................ 2-322-09.3(3)C Preparation for Placing Foundations ........ 2-332-09.3(3)D Shoring and Cofferdams .......................... 2-332-09.3(3)E Bearing Tests ............................................ 2-36

2-09.3(4) Construction Requirements, Structure Excavation, Class B ........................................................................... 2-36


2-10 VACANT ........................................................................................................... 2-392-11 TRIMMING AND CLEANUP ........................................................................ 2-40

2-11.1 Description ......................................................................................... 2-402-11.2 Vacant ................................................................................................. 2-402-11.3 Construction Requirements ................................................................ 2-402-11.4 Measurement ...................................................................................... 2-402-11.5 Payment .............................................................................................. 2-40

2-12 CONSTRUCTION GEOSYNTHETIC ......................................................... 2-412-12.1 Description ......................................................................................... 2-412-12.2 Materials ............................................................................................ 2-412-12.3 Construction Requirements ................................................................ 2-41

2-12.3(1) Underground Drainage ................................................... 2-422-12.3(2) Separation ...................................................................... 2-422-12.3(3) Soil Stabilization ............................................................ 2-422-12.3(4) Permanent Erosion Control and Ditch Lining ............... 2-42


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DIVISION 3PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING

3-01 PRODUCTION FROM QUARRY AND PIT SITES ..................................... 3-13-01.1 Description ........................................................................................... 3-13-01.2 Material Sources, General Requirements ............................................ 3-1

3-01.2(1) Approval of Source .......................................................... 3-13-01.2(2) Preparation of Site ............................................................ 3-13-01.2(3) Stripping Quarries and Pits .............................................. 3-13-01.2(4) Production Requirements ................................................. 3-13-01.2(5) Final Cleanup ................................................................... 3-2

3-01.3 State Furnished Material Sources ........................................................ 3-23-01.3(1) Quality and Extent of Material ........................................ 3-23-01.3(2) When More Than One Site Is Provided ........................... 3-33-01.3(3) Reject Materials ............................................................... 3-33-01.3(4) Surplus Screenings ........................................................... 3-33-01.3(5) Moving Plant .................................................................... 3-3

3-01.4 Contractor Furnished Material Sources ............................................... 3-43-01.4(1) Acquisition and Development .......................................... 3-43-01.4(2) Surplus Screenings ........................................................... 3-53-01.4(3) Substitution of Gravel Deposit in Lieu of Ledge Rock

or Talus Source Provided by the Contracting Agency ..... 3-53-01.4(4) Gravel Base ...................................................................... 3-5


3-02 STOCKPILING AGGREGATES ..................................................................... 3-73-02.1 Description ........................................................................................... 3-73-02.2 General Requirements .......................................................................... 3-7

3-02.2(1) Stockpile Sites Provided by the Contracting Agency ...... 3-73-02.2(2) Stockpile Site Provided by the Contractor ....................... 3-73-02.2(3) Stockpiling Aggregates for Future Use ............................ 3-73-02.2(4) Stockpiling Aggregates for Immediate Use ..................... 3-73-02.2(5) Preparation of Site ............................................................ 3-83-02.2(6) Construction of Stockpiles ............................................... 3-83-02.2(7) Removing Aggregates from Stockpiles ........................... 3-9

3-02.3 Additional Requirements for Specifi c Aggregates ............................... 3-93-02.3(1) Washed Aggregates .......................................................... 3-9


3-03 SITE RECLAMATION ................................................................................... 3-103-03.1 Description ......................................................................................... 3-103-03.2 General Requirements ........................................................................ 3-10

3-03.2(1) Contracting Agency-Provided Sites ............................... 3-103-03.2(2) Contractor-Provided Sites .............................................. 3-103-03.2(3) Out of State Sites ........................................................... 3-10

3-03.3 Reclamation Plans .............................................................................. 3-113-03.3(1) Contracting Agency-Provided Sites ............................... 3-113-03.3(2) Contractor-Provided Sites .............................................. 3-11

3-03.4 Construction Requirements ................................................................ 3-113-03.4(1) Erosion Control .............................................................. 3-113-03.4(2) Deviations from Approved Reclamation Plans .............. 3-11

3-03.5 Payment .............................................................................................. 3-113-03.5(1) Contracting Agency-Provided Sites ............................... 3-113-03.5(2) Contractor-Provided Sites .............................................. 3-11

2010 Standard Specifi cations M 41-10 Page xv

CONTENTS

DIVISION 4BASES

4-01 VACANT ............................................................................................................. 4-14-02 GRAVEL BASE .................................................................................................. 4-2

4-02.1 Description ........................................................................................... 4-24-02.2 Materials .............................................................................................. 4-24-02.3 Construction Requirements .................................................................. 4-24-02.4 Measurement ........................................................................................ 4-24-02.5 Payment ................................................................................................ 4-2

4-03 VACANT ............................................................................................................. 4-34-04 BALLAST AND CRUSHED SURFACING .................................................... 4-4

4-04.1 Description ........................................................................................... 4-44-04.2 Materials .............................................................................................. 4-44-04.3 Construction Requirements .................................................................. 4-4

4-04.3(1) Equipment ........................................................................ 4-44-04.3(2) Subgrade .......................................................................... 4-44-04.3(3) Mixing .............................................................................. 4-44-04.3(4) Placing and Spreading ...................................................... 4-54-04.3(5) Shaping and Compaction ................................................. 4-54-04.3(6) Keystone .......................................................................... 4-54-04.3(7) Miscellaneous Requirements ........................................... 4-64-04.3(8) Weather Limitations ......................................................... 4-64-04.3(9) Hauling ............................................................................. 4-64-04.3(10) Hours of Work .................................................................. 4-64-04.3(11) Permeable Ballast ............................................................. 4-6


4-05 VACANT ............................................................................................................. 4-84-06 ASPHALT TREATED BASE ............................................................................ 4-9

4-06.1 Description ........................................................................................... 4-94-06.2 Materials .............................................................................................. 4-94-06.3 Construction Requirements .................................................................. 4-9

4-06.3(1) Asphalt Mixing Plant ....................................................... 4-94-06.3(2) Preparation of Aggregates ................................................ 4-9

4-06.3(2)A Mix Design................................................. 4-94-06.3(3) Heating of Asphalt Material ............................................. 4-94-06.3(4) Mixing .............................................................................. 4-94-06.3(5) Hauling Equipment .......................................................... 4-94-06.3(6) Spreading and Finishing ................................................ 4-10

4-06.3(6)A Subgrade Protection Course ..................... 4-104-06.3(6)B Finish Course ........................................... 4-10

4-06.3(7) Density ........................................................................... 4-104-06.3(8) Anti-Stripping Additive ................................................. 4-10


Page xvi 2010 Standard Specifi cations M 41-10

CONTENTS

DIVISION 5SURFACE TREATMENTS AND PAVEMENTS

5-01 CEMENT CONCRETE PAVEMENT REHABILITATION ......................... 5-15-01.1 Description ........................................................................................... 5-15-01.2 Materials .............................................................................................. 5-15-01.3 Construction Requirements .................................................................. 5-1

5-01.3(1) Vacant ............................................................................... 5-15-01.3(1)A Concrete Mix Designs ................................ 5-1

5-01.3(1)A1 Concrete Patching Materials ............................ 5-2

5-01.3(1)A2 Portland Cement Concrete . 5-25-01.3(1)B Equipment .................................................. 5-2

5-01.3(2) Material Acceptance ......................................................... 5-25-01.3(2)A Concrete Patching Material ........................ 5-25-01.3(2)B Portland Cement Concrete ......................... 5-2

5-01.3(2)B1 Rejection of Concrete ........ 5-35-01.3(3) Vacant ............................................................................... 5-35-01.3(4) Replace Portland Cement Concrete Panel ....................... 5-35-01.3(5) Partial Depth Spall Repair ............................................... 5-55-01.3(6) Dowel Bar Retrofi t ........................................................... 5-65-01.3(7) Sealing Existing Concrete Random Cracks ..................... 5-75-01.3(8) Sealing Existing Transverse and Longitudinal Joints ...... 5-75-01.3(9) Portland Cement Concrete Pavement Grinding ............... 5-7

5-01.3(9)A Surface Finish ............................................ 5-75-01.3(10) Pavement Smoothness ..................................................... 5-85-01.3(11) Concrete Slurry ................................................................ 5-8


5-02 BITUMINOUS SURFACE TREATMENT ................................................... 5-105-02.1 Description ......................................................................................... 5-10

5-02.1(1) New Construction .......................................................... 5-105-02.1(2) Seal Coats ....................................................................... 5-105-02.1(3) Pavement Sealers – Fog Seal ......................................... 5-10

5-02.2 Materials ............................................................................................ 5-105-02.3 Construction Requirements ................................................................ 5-10

5-02.3(1) Equipment ...................................................................... 5-105-02.3(2) Preparation of Roadway Surface ................................... 5-11

5-02.3(2)A New Construction .................................... 5-115-02.3(2)B Seal Coats ................................................. 5-115-02.3(2)C Pavement Sealing – Fog Seal ................... 5-125-02.3(2)D Soil Residual Herbicide ........................... 5-12

5-02.3(3) Application of Asphalt Emulsion and Aggregate ........... 5-125-02.3(4) Vacant ............................................................................. 5-145-02.3(5) Application of Aggregates ............................................. 5-145-02.3(6) Additional Asphalt Emulsion and Aggregate ................. 5-155-02.3(7) Patching and Correction of Defects ............................... 5-155-02.3(8) Progress of Work ............................................................ 5-155-02.3(9) Protection of Structures .................................................. 5-155-02.3(10) Unfavorable Weather ..................................................... 5-155-02.3(11) Temporary Raised Pavement Markings ......................... 5-16


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CONTENTS

5-03 VACANT ........................................................................................................... 5-185-04 HOT MIX ASPHALT ...................................................................................... 5-19


5-04.3(1) HMA Mixing Plant ........................................................ 5-205-04.3(2) Hauling Equipment ........................................................ 5-205-04.3(3) Hot Mix Asphalt Pavers ................................................. 5-21

5-04.3(3)A Material Transfer Device/Vehicle ............ 5-225-04.3(4) Rollers ............................................................................ 5-225-04.3(5) Conditioning of Existing Surface ................................... 5-22

5-04.3(5)A Preparation of Existing Surfaces .............. 5-225-04.3(5)B Preparation of Untreated Roadway .......... 5-235-04.3(5)C Crack Sealing ........................................... 5-235-04.3(5)D Soil Residual Herbicide ........................... 5-245-04.3(5)E Pavement Repair ...................................... 5-24

5-04.3(6) Vacant ............................................................................. 5-245-04.3(7) Preparation of Aggregates .............................................. 5-24

5-04.3(7)A Mix Design............................................... 5-245-04.3(7)A1 General ............................. 5-245-04.3(7)A2 Statistical or

Nonstatistical Evaluation . 5-255-04.3(7)A3 Commercial Evaluation ... 5-25

5-04.3(8) Mixing ............................................................................ 5-255-04.3(8)A Acceptance Sampling and Testing—

HMA Mixture........................................... 5-265-04.3(8)A1 General ............................. 5-265-04.3(8)A2 Aggregate ......................... 5-265-04.3(8)A3 Sampling .......................... 5-265-04.3(8)A4 Defi nition of Sampling Lot

and Sublot ........................ 5-265-04.3(8)A5 Test Results ...................... 5-275-04.3(8)A6 Test Methods .................... 5-275-04.3(8)A7 Test Section – HMA

Mixtures ........................... 5-275-04.3(9) Spreading and Finishing ................................................ 5-275-04.3(10) Compaction .................................................................... 5-28

5-04.3(10)A General ..................................................... 5-285-04.3(10)B Control ..................................................... 5-28

5-04.3(10)B1 General ............................. 5-285-04.3(10)B2 Cyclic Density .................. 5-295-04.3(10)B3 Longitudinal Joint

Density ............................. 5-295-04.3(10)B4 Test Results ...................... 5-29

5-04.3(11) Reject Work .................................................................... 5-305-04.3(11)A General ..................................................... 5-305-04.3(11)B Rejection by Contractor ........................... 5-305-04.3(11)C Rejection Without Testing ........................ 5-305-04.3(11)D Lots and Sublots ....................................... 5-30

5-04.3(11)D1 A Partial Sublot ................ 5-305-04.3(11)D2 An Entire Sublot .............. 5-305-04.3(11)D3 A Lot in Progress ............. 5-305-04.3(11)D4 An Entire Lot ................... 5-31

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5-04.3(12) Joints .............................................................................. 5-315-04.3(12)A Transverse Joints ...................................... 5-315-04.3(12)B Longitudinal Joints................................... 5-31

5-04.3(13) Surface Smoothness ....................................................... 5-315-04.3(14) Planing Bituminous Pavement ....................................... 5-325-04.3(15) HMA Road Approaches ................................................. 5-325-04.3(16) Weather Limitations ....................................................... 5-325-04.3(17) Paving Under Traffi c ...................................................... 5-335-04.3(18) Vacant ............................................................................. 5-335-04.3(19) Sealing of Pavement Surfaces ....................................... 5-335-04.3(20) Anti-Stripping Additive ................................................. 5-335-04.3(21) Vacant ............................................................................. 5-33


5-04.5(1) Quality Assurance Price Adjustments ............................ 5-365-04.5(1)A Price Adjustments for Quality of

HMA Mixture........................................... 5-365-04.5(1)B Price Adjustments for Quality of

HMA Compaction .................................... 5-375-05 CEMENT CONCRETE PAVEMENT ........................................................... 5-38


5-05.3(1) Concrete Mix Design for Paving ................................... 5-385-05.3(2) Consistency .................................................................... 5-395-05.3(3) Equipment ...................................................................... 5-40

5-05.3(3)A Batching Plant and Equipment ................. 5-405-05.3(3)B Mixing Equipment ................................... 5-405-05.3(3)C Finishing Equipment ................................ 5-405-05.3(3)D Joint Sawing Equipment .......................... 5-415-05.3(3)E Smoothness Testing Equipment ............... 5-41

5-05.3(4) Measuring, and Batching Materials ............................... 5-415-05.3(4)A Acceptance of Portland Cement

Concrete Pavement .................................. 5-415-05.3(5) Mixing Concrete ............................................................ 5-44

5-05.3(5)A Limitations of Mixing .............................. 5-445-05.3(6) Subgrade ........................................................................ 5-445-05.3(7) Placing, Spreading, and Compacting Concrete .............. 5-44

5-05.3(7)A Slip-Form Construction ........................... 5-455-05.3(7)B Stationary Side Form Construction .......... 5-46

5-05.3(8) Joints .............................................................................. 5-465-05.3(8)A Contraction Joints .................................... 5-475-05.3(8)B Sealing Sawed Contraction Joints ............ 5-475-05.3(8)C Construction Joints................................... 5-475-05.3(8)D Isolation Joints ......................................... 5-47

5-05.3(9) Vacant ............................................................................. 5-475-05.3(10) Tie Bars and Corrosion Resistant Dowel Bars ............... 5-485-05.3(11) Finishing ........................................................................ 5-485-05.3(12) Surface Smoothness ....................................................... 5-495-05.3(13) Curing ............................................................................ 5-50

5-05.3(13)A Curing Compound .................................... 5-505-05.3(13)B White Polyethylene Sheeting ................... 5-515-05.3(13)C Wet Curing ............................................... 5-52

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CONTENTS

5-05.3(14) Cold Weather Work ........................................................ 5-525-05.3(15) Concrete Pavement Construction in Adjacent Lanes ..... 5-525-05.3(16) Protection of Pavement .................................................. 5-525-05.3(17) Opening to Traffi c .......................................................... 5-535-05.3(18) Vacant ............................................................................. 5-535-05.3(19) Vacant ............................................................................. 5-535-05.3(20) Vacant ............................................................................. 5-535-05.3(21) Vacant ............................................................................. 5-535-05.3(22) Repair of Defective Pavement Slabs .............................. 5-53


5-05.5(1) Pavement Thickness ....................................................... 5-555-05.5(1)A Thickness Defi ciency of 0.05-Foot

or Less ...................................................... 5-565-05.5(1)B Thickness Defi ciency of More Than

0.05-Foot .................................................. 5-56

Page xx 2010 Standard Specifi cations M 41-10

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DIVISION 6STRUCTURES

6-01 GENERAL REQUIREMENTS FOR STRUCTURES ................................... 6-16-01.1 Description ........................................................................................... 6-16-01.2 Foundation Data ................................................................................... 6-16-01.3 Clearing the Site ................................................................................... 6-16-01.4 Appearance of Structures ..................................................................... 6-16-01.5 Vacant ................................................................................................... 6-16-01.6 Load Restrictions on Bridges Under Construction .............................. 6-16-01.7 Navigable Streams ............................................................................... 6-26-01.8 Approaches to Movable Spans ............................................................. 6-26-01.9 Working Drawings ............................................................................... 6-26-01.10 Utilities Supported by or Attached to Bridges ..................................... 6-36-01.11 Name Plates ......................................................................................... 6-36-01.12 Final Cleanup ....................................................................................... 6-46-01.13 Architectural Features .......................................................................... 6-46-01.14 Premolded Joint Filler .......................................................................... 6-46-01.15 Normal Temperature ............................................................................ 6-4

6-02 CONCRETE STRUCTURES ........................................................................... 6-56-02.1 Description ........................................................................................... 6-56-02.2 Materials .............................................................................................. 6-56-02.3 Construction Requirements .................................................................. 6-5

6-02.3(1) Classifi cation of Structural Concrete ............................... 6-56-02.3(2) Proportioning Materials ................................................... 6-5

6-02.3(2)A Contractor Mix Design .............................. 6-66-02.3(2)B Commercial Concrete ................................ 6-76-02.3(2)C Vacant ......................................................... 6-76-02.3(2)D Lean Concrete ............................................ 6-7

6-02.3(3) Admixtures ....................................................................... 6-76-02.3(4) Ready-Mix Concrete ........................................................ 6-8

6-02.3(4)A Qualifi cation of Concrete Suppliers ........... 6-86-02.3(4)B Jobsite Mixing .......................................... 6-106-02.3(4)C Consistency .............................................. 6-106-02.3(4)D Temperature and Time For Placement ..... 6-11

6-02.3(5) Acceptance of Concrete ................................................. 6-116-02.3(5)A General ..................................................... 6-116-02.3(5)B Certifi cation of Compliance ..................... 6-126-02.3(5)C Conformance to Mix Design .................... 6-136-02.3(5)D Test Methods ............................................ 6-136-02.3(5)E Point of Acceptance ................................. 6-136-02.3(5)F Water/Cement Ratio Conformance .......... 6-146-02.3(5)G Sampling and Testing Frequency for

Temperature, Consistency, and Air Content ..................................................... 6-14

6-02.3(5)H Sampling and Testing for Compressive Strength and Initial Curing ....................... 6-14

6-02.3(5)I Vacant ....................................................... 6-156-02.3(5)J Vacant ....................................................... 6-156-02.3(5)K Rejecting Concrete ................................... 6-156-02.3(5)L Concrete With Non-Conforming Strength 6-15

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CONTENTS

6-02.3(6) Placing Concrete ............................................................ 6-166-02.3(6)A Weather and Temperature Limits to

Protect Concrete ....................................... 6-176-02.3(6)B Placing Concrete in Foundation Seals ..... 6-216-02.3(6)C Dewatering Concrete Seals and

Foundations .............................................. 6-216-02.3(6)D Protection Against Vibration .................... 6-21

6-02.3(7) Concrete Exposed to Sea Water ..................................... 6-236-02.3(8) Concrete Exposed to Alkaline Soils or Water ................ 6-236-02.3(9) Vibration of Concrete ..................................................... 6-236-02.3(10) Bridge Decks and Bridge Approach Slabs ..................... 6-24

6-02.3(10)A Preconstruction Meeting .......................... 6-246-02.3(10)B Screed Rail Supports ................................ 6-246-02.3(10)C Finishing Equipment ................................ 6-256-02.3(10)D Concrete Placement, Finishing, and

Texturing .................................................. 6-256-02.3(10)E Sidewalk .................................................. 6-276-02.3(10)F Bridge Approach Slab Orientation

and Anchors ............................................. 6-276-02.3(11) Curing Concrete ............................................................. 6-27

6-02.3(11)A Curing and Finishing Concrete Traffi c and Pedestrian Barrier .............................. 6-28

6-02.3(12) Construction Joints......................................................... 6-306-02.3(12)A Construction Joints in New Construction 6-306-02.3(12)B Construction Joints Between Existing

and New Construction .............................. 6-316-02.3(13) Expansion Joints ............................................................ 6-316-02.3(14) Finishing Concrete Surfaces .......................................... 6-31

6-02.3(14)A Class 1 Surface Finish .............................. 6-326-02.3(14)B Class 2 Surface Finish .............................. 6-326-02.3(14)C Pigmented Sealer for Concrete Surfaces .. 6-32

6-02.3(15) Date Numerals ............................................................... 6-336-02.3(16) Plans for Falsework and Formwork ............................... 6-33

6-02.3(16)A Nonpreapproved Falsework and Formwork Plans ....................................... 6-35

6-02.3(16)B Preapproved Formwork Plans .................. 6-366-02.3(17) Falsework and Formwork .............................................. 6-37

6-02.3(17)A Design Loads ........................................... 6-376-02.3(17)B Allowable Design Stresses and

Defl ections ............................................... 6-396-02.3(17)C Falsework and Formwork at Special

Locations .................................................. 6-416-02.3(17)D Falsework Support Systems: Piling,

Temporary Concrete Footings, Timber Mudsills, Manufactured Shoring Towers, Caps, and Posts ........................... 6-43

6-02.3(17)E Stringers, Beams, Joists, Roadway Slab Support, and Deck Overhangs ......... 6-50

6-02.3(17)F Bracing ..................................................... 6-516-02.3(17)G Testing Falsework Devices ...................... 6-566-02.3(17)H Formwork Accessories ............................. 6-57

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6-02.3(17)I Timber Connections ................................. 6-586-02.3(17)J Face Lumber, Studs, Wales, and

Metal Forms ............................................. 6-616-02.3(17)K Concrete Forms on Steel Spans ............... 6-646-02.3(17)L Finishing Machine Support System ......... 6-646-02.3(17)M Restricted Overhead Clearance Sign ....... 6-646-02.3(17)N Removal of Falsework and Forms ........... 6-656-02.3(17)O Early Concrete Test Cylinder Breaks ....... 6-66

6-02.3(18) Placing Anchor Bolts ..................................................... 6-676-02.3(19) Bridge Bearings ............................................................. 6-67

6-02.3(19)A Vacant ....................................................... 6-676-02.3(19)B Bridge Bearing Assemblies ...................... 6-67

6-02.3(20) Grout for Anchor Bolts and Bridge Bearings ................ 6-676-02.3(21) Drainage of Box Girder Cells ........................................ 6-686-02.3(22) Drainage of Substructure ............................................... 6-686-02.3(23) Opening to Traffi c .......................................................... 6-686-02.3(24) Reinforcement ................................................................ 6-68

6-02.3(24)A Field Bending ........................................... 6-696-02.3(24)B Protection of Materials ............................. 6-706-02.3(24)C Placing and Fastening .............................. 6-706-02.3(24)D Splicing .................................................... 6-736-02.3(24)E Welding Reinforcing Steel ....................... 6-736-02.3(24)F Mechanical Splices .................................. 6-746-02.3(24)G Job Control Tests ...................................... 6-756-02.3(24)H Epoxy-Coated Steel Reinforcing Bar ....... 6-76

6-02.3(25) Prestressed Concrete Girders ......................................... 6-766-02.3(25)A Shop Drawings ......................................... 6-786-02.3(25)B Casting ..................................................... 6-796-02.3(25)C Prestressing .............................................. 6-796-02.3(25)D Curing ...................................................... 6-806-02.3(25)E Contractors Control Strength ................... 6-816-02.3(25)F Prestress Release ...................................... 6-826-02.3(25)G Protection of Exposed Reinforcement ..... 6-826-02.3(25)H Finishing .................................................. 6-836-02.3(25)I Fabrication Tolerances ............................. 6-836-02.3(25)J Horizontal Alignment ............................... 6-856-02.3(25)K Girder Defl ection ..................................... 6-856-02.3(25)L Handling and Storage ............................... 6-866-02.3(25)M Shipping ................................................... 6-876-02.3(25)N Prestressed Concrete Girder Erection ...... 6-886-02.3(25)O Deck Bulb Tee Girder Flange Connection 6-90

6-02.3(26) Cast-in-Place Prestressed Concrete ................................ 6-906-02.3(26)A Shop Drawings ......................................... 6-916-02.3(26)B General Requirements for Anchorages .... 6-926-02.3(26)C Bearing Type Anchorages ........................ 6-926-02.3(26)D Non-Bearing Type Anchorages ................ 6-946-02.3(26)E Ducts ........................................................ 6-956-02.3(26)F Prestressing Reinforcement ..................... 6-986-02.3(26)G Tensioning ................................................ 6-996-02.3(26)H Grouting ................................................. 6-101

6-02.3(27) Concrete for Precast Units ........................................... 6-102

2010 Standard Specifi cations M 41-10 Page xxiii

CONTENTS

6-02.3(28) Precast Concrete Panels ............................................... 6-1036-02.3(28)A Shop Drawings ....................................... 6-1036-02.3(28)B Casting .................................................. 6-1046-02.3(28)C Curing ................................................... 6-1046-02.3(28)D Contractors Control Strength ................ 6-1056-02.3(28)E Finishing ................................................ 6-1056-02.3(28)F Tolerances .............................................. 6-1056-02.3(28)G Handling and Storage ............................. 6-1056-02.3(28)H Shipping ................................................. 6-1066-02.3(28)I Erection .................................................. 6-106

6-02.4 Measurement .................................................................................... 6-1066-02.5 Payment ............................................................................................ 6-107

6-03 STEEL STRUCTURES ................................................................................. 6-1096-03.1 Description ....................................................................................... 6-1096-03.2 Materials .......................................................................................... 6-1096-03.3 Construction Requirements .............................................................. 6-109

6-03.3(1) Vacant ........................................................................... 6-1096-03.3(2) Facilities for Inspection ................................................ 6-1096-03.3(3) Inspector’s Authority.................................................... 6-1096-03.3(4) Rejections ..................................................................... 6-1106-03.3(5) Mill Orders and Shipping Statements .......................... 6-1106-03.3(6) Weighing ...................................................................... 6-1106-03.3(7) Shop Plans .................................................................... 6-110

6-03.3(7)A Erection Methods ....................................6-1116-03.3(8) Substitutions ..................................................................6-1116-03.3(9) Handling, Storing, and Shipping of Materials ..............6-1116-03.3(10) Straightening Bent Material ......................................... 6-1126-03.3(11) Workmanship and Finish ............................................. 6-1126-03.3(12) Falsework ..................................................................... 6-1126-03.3(13) Fabricating Tension Members ...................................... 6-1126-03.3(14) Edge Finishing ............................................................. 6-1126-03.3(15) Planing of Bearing Surfaces ......................................... 6-1136-03.3(16) Abutting Joints ............................................................. 6-1136-03.3(17) End Connection Angles ................................................ 6-1136-03.3(18) Built Members ............................................................. 6-1146-03.3(19) Hand Holes ................................................................... 6-1146-03.3(20) Lacing Bars .................................................................. 6-1146-03.3(21) Plate Girders ................................................................. 6-114

6-03.3(21)A Web Plates .............................................. 6-1146-03.3(21)B Vacant ..................................................... 6-1146-03.3(21)C Web Splices and Fillers .......................... 6-114

6-03.3(22) Eyebars ......................................................................... 6-1146-03.3(23) Annealing ..................................................................... 6-1146-03.3(24) Pins and Rollers ........................................................... 6-114

6-03.3(24)A Boring Pin Holes .................................... 6-1156-03.3(24)B Pin Clearances ........................................ 6-115

6-03.3(25) Welding and Repair Welding ....................................... 6-1156-03.3(25)A Welding Inspection ................................ 6-116

6-03.3(26) Screw Threads .............................................................. 6-1176-03.3(27) High Strength Bolt Holes ............................................. 6-117

6-03.3(27)A Punched Holes ....................................... 6-1186-03.3(27)B Reamed and Drilled Holes ..................... 6-118

Page xxiv 2010 Standard Specifi cations M 41-10

CONTENTS

6-03.3(27)C Numerically Controlled Drilled Connections ............................................ 6-118

6-03.3(27)D Accuracy of Punched, Subpunched, and Subdrilled Holes .............................. 6-118

6-03.3(27)E Accuracy of Reamed and Drilled Holes 6-1196-03.3(27)F Fitting for Bolting .................................. 6-119

6-03.3(28) Shop Assembly............................................................. 6-1196-03.3(28)A Method of Shop Assembly ..................... 6-1196-03.3(28)B Check of Shop Assembly ....................... 6-120

6-03.3(29) Vacant ........................................................................... 6-1206-03.3(30) Painting ........................................................................ 6-120

6-03.3(30)A Vacant ..................................................... 6-1206-03.3(30)B Vacant ..................................................... 6-1206-03.3(30)C Erection Marks ....................................... 6-1206-03.3(30)D Machine Finished Surfaces .................... 6-120

6-03.3(31) Alignment and Camber ................................................ 6-1216-03.3(31)A Measuring Camber ................................. 6-121

6-03.3(32) Assembling and Bolting ............................................... 6-1216-03.3(33) Bolted Connections ...................................................... 6-122

6-03.3(33)A Pre-Erection Testing ............................... 6-1246-03.3(33)B Bolting Inspection .................................. 6-125

6-03.3(34) Adjusting Pin Nuts ....................................................... 6-1256-03.3(35) Setting Anchor Bolts .................................................... 6-1266-03.3(36) Setting and Grouting Masonry Plates .......................... 6-1266-03.3(37) Setting Steel Bridge Bearings ...................................... 6-1266-03.3(38) Placing Superstructure ................................................. 6-1266-03.3(39) Swinging the Span ....................................................... 6-1266-03.3(40) Draining Pockets .......................................................... 6-1276-03.3(41) Floorbeam Protection ................................................... 6-1276-03.3(42) Surface Condition ........................................................ 6-1276-03.3(43) Castings, Steel Forgings, and Miscellaneous Metals ... 6-127

6-03.3(43)A Shop Construction, Castings, Steel Forgings, and Miscellaneous Metals ...... 6-127


6-04 TIMBER STRUCTURES ............................................................................. 6-1296-04.1 Description ....................................................................................... 6-1296-04.2 Materials .......................................................................................... 6-1296-04.3 Construction Requirements .............................................................. 6-129

6-04.3(1) Storing and Handling Material ..................................... 6-1296-04.3(2) Workmanship ............................................................... 6-1296-04.3(3) Shop Details ................................................................. 6-1296-04.3(4) Field Treatment of Cut Surfaces, Bolt Holes, and

Contact Surfaces .......................................................... 6-1296-04.3(5) Holes for Bolts, Dowels, Rods, and Lag Screws ......... 6-1306-04.3(6) Bolts, Washers, and Other Hardware ........................... 6-1306-04.3(7) Countersinking ............................................................. 6-1306-04.3(8) Framing ........................................................................ 6-1306-04.3(9) Framed Bents ............................................................... 6-1306-04.3(10) Caps.............................................................................. 6-1306-04.3(11) Bracing ......................................................................... 6-1316-04.3(12) Stringers ....................................................................... 6-1316-04.3(13) Wheel Guards and Railings ......................................... 6-131

2010 Standard Specifi cations M 41-10 Page xxv

CONTENTS

6-04.3(14) Single-Plank Floors ...................................................... 6-1316-04.3(15) Laminated Floors ......................................................... 6-1316-04.3(16) Plank Subfl oors for Concrete Decks ............................ 6-1326-04.3(17) Trusses ......................................................................... 6-1326-04.3(18) Painting ........................................................................ 6-132


6-05 PILING ........................................................................................................... 6-1336-05.1 Description ....................................................................................... 6-1336-05.2 Materials .......................................................................................... 6-1336-05.3 Construction Requirements .............................................................. 6-133

6-05.3(1) Piling Terms ................................................................. 6-1336-05.3(2) Ordering Piling ............................................................. 6-1346-05.3(3) Manufacture of Precast Concrete Piling ...................... 6-135

6-05.3(3)A Casting and Stressing ............................. 6-1356-05.3(3)B Finishing ................................................ 6-1366-05.3(3)C Curing .................................................... 6-136

6-05.3(4) Manufacture of Steel Casings for Cast-in-Place Concrete Piles ................................................

2010 Standard Specifications2010 Standard Specifications M 41-10 Page i FOREWORD These Standard...

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