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Index

California Department of Transportation Construction Manual July 2017 Index I-1

A Abbreviations ..................................................................................................................... 3-1.1, 4-12.10 AC, see Asphalt concrete Acceptance of contract, see Contract acceptance Acceptance of materials, see Department acceptance Acceptance records ........................................................................................................................ 6-1.12 Acceptance sampling and testing requirements tables .................................................................. 6-1.3 Acceptance tests ............................................................................................................................... 3-6.6,

3-9.19, 4-39.9, 4-39.15, thru 4-39.40, 4-40.7, 4-72.2,4-90.12, 4-92.5, 4-92.6, 5-1.10, 5-1.29, 5-1.39, 5-1.40, 5-1.78, 5-1.31, 6-1.3, 6-1.5 thru 6-1.9, 6-1.13, 6-1.14, 6-1.49, 6-2.9

Acceptance testing and evaluation, hot mix asphalt ................................................................. 4-39.35 Access to the work ...................................................................................................... 2-1.7, 3-5.1, 3-8.5 Additives

anitistrip ........................................................... 4-39.3, 4-39.4, 4-39.8, 4-39.10, 4-39.18, 4-39.20 chemical, in water ..................................................................................................... 4-10.2, 4-37.1 hot mix asphalt ....................................................................................................................... 4-39.1 set-control ................................................................................................................. 4-37-1, 4-37.23 slurry seal and micro-surfacing ............................................................................................ 4-37.1 soil ............................................................................................................................................. 4.24.1 UV resistant ............................................................................................................................ 6-2.26 warm mix asphalt ......................................................................... 4-39.1, 4-39.4, 4-39.15, 4-3.26,

Adhesive ....................................................................................................................................... 4-12.16, 4-37.10, 4-41.2, 4-41.7, 4-51.4, 4-73.3, 4-81.1 thru 4-81.4, 4-95.1, 6-2.20, 6-2.24, 6-2.26

Adjustment in compensation .................................................................... 5-1.35, 5-1.39, 5-1.79, 5-3.8 Adjustment of overhead costs .......................................... 3-9.31, 3-9.30, 5-3.6, 5-3.7, 5-3.15, 5-3.31 Administration ..................... 1-0.1, 4-39.34, 4-40.18, 5-0.9, 5-1.1, 5-1.41, 5-5.1, 8-2.3, 9-1.1, 9-2.1 Aerially deposited lead .............................................. 3-5.10, 5-1.2, 5-1.3, 7-1.21, 7-1.24 thru 7-1.29 Aggregate bases ........................ 3-5.19, 4-19.15, 4-26.1, thru 4-26.4, 4-96.1, 5-1.28, 5-1.30, 6-1.21 Aggregate subbases ............................ 4-19.10, 4-19.14, 4-19.15, 4-25.1 thru 4-25.4, 5-1.28, 6-1.20 Agreements .................................................................................................................................................

1-1.5, 2-2.13, 3-5.32, 3-5.40, 3-8.4, 3-8.7, 5-0.1, 5-0.6, 5-1.38, 5-1.39, 5-3.6, 5-3.10 aerially deposited lead (ADL) ....................................................... 5-1.26, 7-1.21, 7-1.26, 7-1.27 apprenticeship ................................................................................................. 8-1.6, 8-1.17, 8-1.18 borrow ........................................................................................................... 5-1.24, 5-1.25, 5-1.77 California Department of Fish and Wildlife .......................................................... 7-1.19, 7-1.21 claim settlement ...................................................................................................................... 5-4.14 collective bargaining ........................................................................................ 1-3.1, 8-1.6, 8-1.15 confirmation of verbal, emergency force account highway projects ......... 5-1.44, 5-5.2, 5-5.4 contractor-property owner .................................................................... 3-5.10 thru 3-5.15, 7-1.26 cooperative ................................................................... 4-15.1, 5-1.24, 5-2.4, 5-3.18, 9-1.2, 9-2.1 Disputes Review Board ......................................................................................................... 5-1.37 environmental ............................................................ 4-19.2, 4-19.10, 5-0.3, 5-0.5, 5-3.22, 7-1.1 estimates, payment ............... 3-9.26, 3-9.28, 3-9.33, 4-18.2, 5-2.4, 5-3.8, 5-3.9, 5-3.20, 5-3.26 Forest Service ............................................................................................................ 5-1.25, 5-1.77 freeway ....................................................................................................................................... 5-0.1 lease ............................................................................................................................................ 1-4.2

A

Index

California Department of Transportation Construction Manual July 2017 I-2 Index

Agreements (continued): local agency ............................................................................................................................ 5-3.25 Maintenance ........................................................................................................................... 4-73.1 materials .................................................................................................................................. 3-9.34 railroad, right-of-way, with property owners ..................................................................................

3-5.21, 3-6.2, 3-7.6, 3-7.7, 4-17.1, 4-17.2, 4-19.1, 4-19.6, 4-80-1 4-80.2, 5-0.1, 5-1.25, 5-1.26, 5-1.77, 5-3.3, 5-3.18, 5-3.21, 7-1.9 thru 7-1.11, 7-1.21

stewardship and oversight ...................................................................... 5-0.9, 5-3.22 thru 5-3.24 takeover, tender-and-release ................................................................................................. 3-8.14 tentative ........................................................................................................................... 3-9.7, 3-9.8 utility, service ........................................... 4-87.1, 5-1.22, 5-1.24, 5-1.25, 5-1.38, 5-1.41, 5-1.77

Air entrainment ......................................................................... 4-40.2, 4-40.3, 4-40.10, 4-90.2, 6-1.39 Air pollution control ........................................ 4-17.2, 4-84.1, 7-1.11, 7-1.21, 7-1.22, 7-1.27, 7-1.29 Alternative dispute resolution processes ........................................................................... 3-5.36, 5-4.3 Antistrip treatment of aggregates and hot mix asphalt ............................................................. 4-39.18 Appearance, job site ....................................................................................................................... 3-5.19 Apprentices .......................................................................... 8-1.6, 8-1.17, 8-1.18, 8-1.22, 8-2.3, 8-2.4 Approach slabs ................................................ 4-36.3, 4-42.3, 4-51.1, 4-51.4, 4-60.2, 4-84.3, 4-90.4 Arbitration ................3-5-28, 3-5.37, 3-5.40, 3-5.44, 3-8.14, 3-9.21, 3-9.35, 5-3.14, 5-3.19, 5-3.23,

5-3.29, 5-4.1, 5-4.3, 5-4.9 thru 5-4.14, 5-4.17, 5-4.18, 5-4.21, 5-4.25, 5-4.27, 5-4.30, 5-4.55 Areas for use ................................................................................................................................... 3-5.19 Areas of localized roughness ................. 4-36.4, 4-39.31, 4-39.32, 4-39.35, 4-39.41, 6-1.37, 6-1.39 Asbestos sheet packing .................................................................................................................. 6-2.23 Asphalt

hot mix ........................................................ 2-2.13, 3-6.5, 3-8.10, 3-9.14, 4-28.3, 4-28.4, 4-29.1, 4-36.2, 4-36.4, 4-37.2, 4-39.1 thru 4-39.42, 4-41.1, 4-41.5, 4-41.9, 4-61.3, 4-92.1 thru

4-92.7, 4-94.2, 4-92.3, 4-95.1, 5-1.9 thru 5-1.11, 5-1.28 thru 5-1.31, 5-1.33, 5-1.38, 5-1.40, 5-1.78, 5-3.7, 6-1.2, 6-1.7, 6-1.10, 6-1.13, 6-1.34 thru 6-1.36, 6-2.4, 6-2.6, 6-3.6, 7-1.36

membrane waterproofing ...................................................................................................... 4-54.1 performance grade ....................................................................................... 4-36.5, 4-92.1, 7-1.36 rubberized .. 4-39.1, 4-39.5, 4-36.6, 4-39.25, 4-39.33, 4-39.42, 4-92.1, 6-1.35, 6-1.36, 7-1.36 warm mix ...................................................................................................... 4-36.2, 4-39.1, 6-2.21

Asphalt rubber binder ............................................................................................... 4-37.1 thru 4-37.3, 4-39.4, 4-39.14, 4-39.17, 4-39.23, 4-92.1, 5-1.30, 6-1.7, 6-1.28, 6-1.29, 6-1.33

Asphalt rubber latex joint filler ..................................................................................................... 6-2.31 Asphalt treated permeable base ................................................ 4-29.2, 4-92.1, 5-1.28, 6-1.25, 6-1.26 Asphaltic emulsion, polymer-modified ...................................................................................................

4-37.1, 4-37.2, 4-37.8, 4-37.9, 4-37.12, 4-37.13, 4-94.1, 4-94.2, 6-1.28 Asphaltic emulsions .................................................................. 4-27.4, 4-28.4, 4-30.1, 4-37.1, 4-37.2,

4-37.5 thru 4-37.23, 4-39.26, 4-39.41, 4-94.1 thru 4-94.4, 6-1.11, 6-1.19, 6-1.28, 6-1.37, 6-2.23 Asphalts ............................................................................................................... 4-39.1, 4-39.11, 4-92.1 Assignment ....................................................... 1-1.5, 1-1.6, 1-2.1, 1-3.1, 1-3.2, 2-1.1, 2-2.23, 3-5.2,

3-5.3, 3-6.1, 4-0.3, 4-12-14,4-39.2, 5-0.3, 5-1.1, 5-1.2, 5-1.11, 5-1.44, 6-2.5, 6-2.6, 6-2.8, 7-1.13 Audits .......................................................................................................2-1.2 thru 2-1.6, 2-1.9, 2-2.10,

3-5.4, 3-5.18, 3-8-17, 3-9.2, 3-9.7, 3-9-17,4-49.2, 4-64.1, 4-90.14, 5-1.8, 5-1.9, 5-1.52, 5-1.63, 5-1.75, 5-3.6, 5-3.9, 5-3.27, 5-3.31, 5-4.6, 5-4.14 thru 5-4.17, 6-2.2, 6-2.6, 6-2.12, 6-2.27, 8-2.2

Index


Authority of engineer .................................................................................. 3-5.1, 3-5.9, 3-5.30, 7-1.12 Automotive equipment ..................................................................................................................... 1-4.3 Award and execution of contract ..................................................................................................... 3-3.1

B Backflow preventers, irrigation systems ................................................... 3-8.9, 4-20.14 thru 4-20.16 Bars, raised (precast) ...................................................................................................................... 6-1.50 Barbed wire .............................................................................................. 4-80.1, 4-80.2, 6-1.48, 6-2.23 Barricades ....................................................................................................................................................

3-5.23, 3-7.3, 4-12.1, 4-12.2, 4-12.6, 4-12.7, 4-12.13, 4-12.14, 4-12.17, 4-87.2, 5-1.33, 6-2.21 Barriers, railings and ..................................................................................... 4-12.1, 4-83.1 thru 4-83.7 Basement soil ........................................................................................... 5-1.28, 5-1.38, 5-1.39, 5-1.78 Bases

aggregate ......................................... 3-5.19, 4-19.15, 4-26.1 thru 4-26.4, 5-1.28, 5-1.30, 6-1.21 asphalt treated permeable .................................................. 4-29.2, 4-92.1, 5-1.28, 6-1.25, 6-1.26 cement treated .....................................................................................................................................

3-8.10, 4-27.1 thru 4-27.5, 4-40.4, 4-94.1, 5-1.28, 6-1.22, 6-1.23, 6-3.3, 6-3.4 cement-treated permeable .............................................................. 4-29.2, 4-94.1, 5-1.28, 6-1.26 concrete ............................................................. 3-5.25, 4-20.2, 4-28.1 thru 4-28.5, 6-1.5, 6-1.24 lean concrete .................................................................................... 4-28.1, 4-40.4, 4-41.1, 6-1.24 rapid strength concrete ................................................................................................ 6-1.5, 6-1.24

Batch plants ................................................................................................ 4-28.1, 4-39.24, 4-4.1, 6-3.6 Bearing devices, structures ............................................................................................................ 4-51.3 Beginning of work ................................................................................. 3-8.1, 3-8.3, 3-8.4, 3-8.5, 5-5.2 Bid openings ................................................................................3-2.1 thru 3-2.3, 3-4.3, 3-5.5, 4-37.8,

4-37.13, 4-37.17, 4-37.20, 4-37.23, 4-92.7, 5-0.3, 5-1.23, 5-1.43, 5-1.44, 5-1.58, 5-1.71, 5-4.22 Bids ..................................... 3-2.1, 3-5.5, 3-5.36, 3-8.10, 3-8.15, 5-0.3, 5-1.23, 5-1.71, 5-3.9, 8-1.21 Bitumen ratio ..................................................................................................4-37.11, 4-37.15, 4-37.22 Bituminous adhesive, pavement markers ................................................................ 4-81.1 thru 4-81.3 Bituminous: binder, material, coatings ....................................................................................................

4-37.1, 4-37.3 thru 4-37.7, 4-67.1, 4-67.2, 4-81.1, 4-94.1, 4-94.2 Blasting ......................................................... 2-1.1, 2-1.3, 2-2.13, 4-19.1 thru 4-19.4, 4-19.9, 4-19.15 Board of Review ............................................................................................................................. 5-3.19

5-4.6 thru 5-4.10, 5-4.13, 5-4.19 thru 5-4.21, 5-4.23 thru 5-4.25, 5-4.27 Board of Review report ............................................. 5-4.7, 5-4.9, 5-4.19 thru 5-4.21, 5-4.24, 5-4.25 Bolted connections ............................................................................................... 4-56.3, 6-2.16, 6-2.18 Borrow

excavation .................................................................................... 4-19.1, 4-19.6, 4-19.14, 4-19.17 imported ................................................................... 3-6.2, 4-19.6, 4-19.10, 6-1.11, 7-1.9, 8-1.13 local ............................................................................................................................. 3-6.3, 4-19.10

Brick ................................................................................................................................................. 6-2.23 Bridge deck ...................................................... 4-16.2, 4-48.1, 4-51.1, 4-60.1, 4-60.2, 4-90.4, 8-1.15 Bridge removal .................................................................................................................. 4-60.2, 4-60.3 Bridge railing ........................................................................................... 4-83.3, 4-83.5, 5-3.17, 6-2.17 Budget, budgeting ............................ 1-1.2, 1-1.3, 1-3.3, 3-8.2, 3-8.4, 5-0.9, 5-2.1 thru 5-2.3, 5-4.18

B

Index


Buy America requirements ................................................................... 3-6.3, 3-6.4, 4-39.23, 4-39.39, 4-52.1, 4-56.1, 4-56.2, 4-75.1, 4-86.2, 5-0.4, 5-0.9, 5-0.10, 5-3.23, 5-3.24, 6-2.2, 6-2.3, 6-3.2

C Cable railing .................................................................................................................................... 4-83.5 Calibration program for equipment ................................................................................................. 6-3.2 California Manual on Uniform Traffic Control Devices (California MUTCD) ................................

........................................................... 1-3.3, 2-2.1, 2-2.21, 4-12.1, 4-81.1, 4-82.2, 4-86.2, 4-87.1 California test methods ..................................................................................................... 3-6.6, 4-39.42 California test number:

105 ................................................................................................................. 6-1.22, 6-1.30, 6-1.32 109 .............................................................................................................................................. 6-1.1 110 .............................................................................................................................................. 6-3.3 115 .............................................................................................................................................. 6-3.3 121 ................................................................................................................................... 1-4.3, 6-3.5 125 ............... 4-39.2, 4-39.5, 4-39.9, 4-39.14, 4-39.18 thru 4-39.20, 4-39.22, 4-39.28, 4-90.2,

4-90.6, 4-90.8, 4-92.2 thru 4-92.4, 6-1.1, 6-1.3, 6-1.17, 6-1.19 thru 6-1.21, 6-1.23, 6-1.24, 6-1.26, 6-1.27, 6-1.31, 6-1.37, 6-1.39 thru 6-1.41, 6-1.47, 6-2.31, 6-2-32

202 ..................................................................................... 6-1.15 thru 6-1.18, 6-1.20 thru 6-1.22, 6-1.25, 6-1.29 thru 6-1.31, 6-1.42, 6-1.43, 6-1.47, 6-1.49, 6-3.3, 6-3.4

204 ............................................................................................................... 4-39.8, 4-39.10, 6-1.16 205 .................................................................................................... 6-1.17, 6-1.25, 6-1.30, 6-1.49 206 .............................................................................................................................. 6-1.43, 6-1.50 207 ........................................................................................................................................... 6-1.43 208 ........................................................................................................................................... 6-1.33 211 .................................................................................................... 6-1.25, 6-1.29, 6-1.30, 6-1.42 212 ........................................................................................................................................... 6-1.17 213 ........................................................................................................................................... 6-1.42 214 .............................................................................................................................. 6-1.25, 6-1.43 216 ................................................................... 6-1.15, 6-1.16, 6-1.19 thru 6-1.21, 6-1.23, 6-1.27 217 ......................................................6-1.15, 6-1.17, 6-1.20 thru 6-1.22, 6-1.30, 6-1.31, 6-1.42 223 ............................................................................................................................ 4-90.8, 4-90.14 226 ................................................................................................................. 6-1.18, 6-1.21, 6-1.23 227 .................................................................................................... 6-1.25, 6-1.26, 6-1.29, 6-1.42 229 .......................................................................... 6-1.17, 6-1.21, 6-1.30, 6-1.42, 6-1.49, 6-1.50 231 ................................4-25.3, 4-26.3, 6-1.15, 6-1.16, 6-1.19 thru 6-1.23, 6-1.27, 6-3.5, 6-3.6 301 ............................................................................................. 6-1.15, 6-1.16, 6-1.20 thru 6-1.22 302 ................................................................................................................. 6-1.25, 6-1.29, 6-1.30 312 ................................................................................................................... 6-1.22, 6-1.23, 6-3.4 338 ................................................................................................................... 4-27.2, 6-1.23, 6-3.4 339 ........................................................................................................................................... 6-1.37 342 .................................................................................................. 4-40.10, 4-42.3, 6-1.39, 6-1.40 368 ........................................................................................................................................... 4-39.5 373 ........................................................................................................................................... 6-1.18 375 ............................................................................................................... 4-39.30, 6-1.36, 6-1.38

C

Index


California test number (continued): 382 ........................................................................................................................................... 6-1.25 401 ........................................................................................................................................... 4-94.2 406 ........................................................................................................................................... 6-2.33 415 .............................................................................................................................. 6-1.44, 6-1.46 417 ........................................................................................................................................... 6-1.26 422 ................................................................................................................. 6-1.22, 6-1.26, 6-1.44 504 ................................................................. 4-90.2, 4-90.9, 6-1.39, 6-1.45, 6-1.47, 6-3.3, 6-3.4 518 ......................................................................................... 4-90.2, 4-90.9, 6-1.45, 6-1.47, 6-3.4 521 ......................................................................................... 4-90.2, 6-1.24, 6-1.45, 6-1.47, 6-3.5 523 .................................................................................................... 4-40.6, 4-90.2, 6-1.24, 6-1.39 524 .................................................................................................... 4-41.8, 4-90.2, 6-1.24, 6-1.40 529 ............................................................................................................. 4-90.10, 4-90.11, 6-1.45 531 ............................................................................................................... 4-40.13, 6-1.27, 6-1.39 533 .................................................................4-90.2, 4-90.9 thru 4-90.11, 4-90.14, 6-1.45, 6-3.4 535 ........................................................................................................................................... 4-40.9 539 .................................................................................................................... 4-90.2,6-1.47, 6-3.4 540 .............................................................................. 4-90.2, 6-1.12, 6-1.45, 6-1.47, 6-3.4, 6-3.5 541 .............................................................................................................................. 4-41.4, 6-1.49 543 .............................................................................................................................................. 6-3.4 643 ........................................................................................................................................... 6-1.16

Carpobrotus cuttings ...................................................................................................................... 4-20.5 Cash expenditure voucher ............................................................................................................. 5-1.21 Cast-in-place

concrete pipe .............................................................................................................................. 3-8.9 concrete ............................................................................... 4-49.1, 4-49.2, 4-50.1, 4-50.2, 4-52.2

Cement mortar ................................................................................................................................ 4-65.2 Cement treated

permeable base ............................................................................................. 4-29.2, 4-94.1, 5-1.28 permeable material ....................................................................................... 4-68.2, 4-68.4, 4-68.5

Cement treated bases .................................................................................................................................. 3-8.10, 4-27.1 thru 4-27.5, 4-40.4, 4-94.1, 5-1.28, 6-1.22, 6-1.23, 6-3.3, 6-3.4

Certificate of environmental compliance .......................................................................... 7-1.1, 7-1.39 Certification of samplers and testers ............................................................................................... 6-1.1 Certification program for suppliers of asphalt .........................................................................................

4-39.4, 4-39.39, 4-39.32, 4-92.2 thru 4-92.4, 4-92.6, 6-2.23, 6-2.31 Certifications ..................................................................................................................... 3-5.10, 4-36.2,

4-36.6, 4-39.31, 4-40.3, 4-90.2, 5-1.31, 6-2.28, 7-1.2, 7-1.6, 7-1.18 thru 7-1.23, 7-1.31, 7-1.33 Chain link fence .................................................................................................... 4-80.1, 4-80.2, 6-1.48 Chain link railing ............................................................................................................................ 4-83.5 Changeable message signs, portable .............................................. 4-12.3, 4-12.10, 4-12.16, 4-12.18 Change order .............................................................................................................. 3-5.33 thru 3-5.35,

3-8.5, 5-1.12, 5-1.13, 5-1.35, 5-1.52, 5-1.55, 5-1.79, 5-3.1 thru 5-3.34 Change order billing ....................................................................... 3-9.8, 5-1.13, 5-1.59, 5-1.63, 8-1.9 Change order memorandum .................................................................. 5-1.13, 5-3.25, 5-4.28, 5-4.31 Change order category code ............................................................................................. 5-1.73, 5-3.13

Index


Change order requirements for FHWA ....................................................................................... 5-3.22 Channelizers ............................... 4-12.1, 4-12.2, 4-12.6, 4-12.7, 4-12.5 thru 4-12.17, 6-2.20, 6-2.21 Character of workers ......................................................................................................................... 3-5.9 Chip seals ........................................................................................ 2-2.14, 4-37.1 thru 4-37.10, 6-1.29 Claims ....................................... 3-5.28, 3-5.29 thru 3-5.42, 5-1.15, 5-1.37, 5-3.19, 5-4.1 thru 5-4.31

Minor B contracts................................................................................................................... 5-4.12 overhead ................................................................................................... 5-4.5, 5-4.14 thru 5-4.16 payments .................................................................................................................... 3-9.21, 5-4-14 resolution process ................................................................................ 5-4.4, 5-4.9, 5-4.10, 5-4.26 settlements ............................................................................................................................... 5-4.13

Cleanup .................................................................. 2-2.7, 3-4.7, 4-22.1, 4-37.6, 4-75.2, 7-1.36, 7-1.38 Cleanup, final ..................................................................................................................... 4-22.1, 4-75.2 Clearance and bridge permit rating changes .................................................................................. 3-7.4 Clearing and grubbing ........4-17.1 thru 4-17.3, 4-22.1, 4-80.1, 5-1.33, 5-3.21, 7-1.3, 7-1.4, 7-1.29 Clear recovery zone .............................................................................. 2-2.5 thru 2-2.7, 2-2.10, 4-83.2 Coating tests ....................................................................................................................................... 6-1.9 Compaction ................................................................................................................................... 4-19.12

4-19.13, 4-39.29, 4-39.41, 5-1.10, 6-1.5, 5-1.15, 6-1.16, 6-1.18 thru 6-1.23, 6-1.27, 6-3.3, 6-3.5 determination by cores ........................................................................................................ 4-39.30

Compliance, Certificates of ......................................... 3-6.1, 3-6.3, 3-6.4, 3-9.21, 6-2.22 thru 6-2.31 Compressive strength samples and tests .................................... 4-53.3, 4-90.13, 5-1.18, 6-3.4, 6-3.5 Concrete

curbs and sidewalks ........................................................................................... 4-73.1 thru 4-73.5 lightweight ............................................................................................................................ 4-90.16 minor .............................................................................................. 4-90.12, 6-1.47, 6-2.24, 7-1.36 pavement, portland cement ......................................................................... 3-9.19, 5-1.29, 5-1.30 precast ...................... 4-50.2, 4-58.1, 4-70.1, 4-70.2, 4-90.14 thru 4-90.16, 6-2.3, 6-2.6, 6-2.28 railing ....................................................................................................................................... 4-83.6 rapid strength ............... 4-41.3, 4-41.7, 4-90.13, 4-90.14, 6-1.5, 6-1.13, 6-1.24, 6-1.40, 6-2.28 recycled ................................................................................................................................... 4-90.1 removal ...................................................................................... 4-15.1, 4-41.5 thru 4-41.7, 4-60.2 repair ........................................................................................................................................ 4-41.2 retaining walls .................................................................................. 4-51.1, 4-80.1, 4-83.3, 4-96.1 self-consolidating .................................................................................................. 4-90.15, 4-90.16 structures ..................................................................................... 4-51.1 thru 4-51.5, 6-1.7, 6-1.41

Concrete backfill for pipe trenches ............................................................................................... 4-61.2 Concrete barriers................................................................................................... 3-5.25, 4-83.3, 4-83.6 Concrete pavement .....................................................................................................................................

Continuously reinforced ...................................................... 4-40.3 thru 4-40.5, 4-40.10, 4-40.13 Jointed plain ............................................... 4-40.1 thru 4-40.5, 4-40.7, 4-40.9, 4-40.10, 4-40.19

Concrete structures ..................................................................................................... 4-51.1 thru 4-51.5 Cones, traffic .............................................. 4-12.1, 4-12.2, 4-12.6, 4-12.7, 4-12.10, 4-12.16, 4-12.17 Construction area signs ....................................................................................................... 3-8.2, 4-12.1

4-12.2, 4-12.4, 4-12.7, 4-12.8, 4-12.12, 4-12.16, 4-12.17, 4-12.18, 4-20.10, 5-3.18, 6-2.21 Contingency plan ......................................................................................... 2-2.13 thru 2-2.15, 4-12.11 Continuous mixing plants ................................................................................................. 4-39.24, 6-3.6

Index


Contract acceptance, see Acceptance of contract Contract award and execution .......................................................................................................... 3-3.1 Control of

materials ................................................................................................................... 3-6.1 thru 3-6.7 work ........................................................................................................................3-5.1 thru 3-5.45

Controlling operation ...................................................... 3-5.33, 3-5.34, 4-20.8, 5-0.6, 5-4.14, 5-4.22 Coordination with other entities ................................................................................ 3-5.10 thru 3-5.17 Copeland Act .................................................................................................................................. 8-1.20 Corrugated metal pipe ................................................................................................ 4-66.1 thru 4-66.2 Cost reduction incentive, see Value engineering COZEEP (Construction Zone Enhanced Enforcement Program) ........................................................

2-2.5, 2-2.15, 5-1.6, 5-1.7, 5-1.26, 5-1.38, 5-1.40 Critical path method ............................................................ 3-8.1, 5-0.5, 5-1.27, 5-4.16, 5-4.19, 7-1.2 Crumb rubber modifier ..............................................................................................................................

4-37.5, 4-39.1, 4-39.14, 4-39.23, 4-39.39, 4-92.2, 5-1.30, 6-1.7, 6-1.28, 6-1.33, 6-2.24, 7-1.36 Culverts ....... 3-5.27, 4-19.4, 4-19.11, 4-19.12, 4-19.17, 4-22.1, 4-36.3, 4-61.1 thru 4-61.3, 4-64.2,

4-65.1 thru 4-65.3, 4-66.2, 4-68.1, 4-71.1 thru 4-71.3, 5-1.80, 5-3.17, 6-2.14, 6-2.25, 6-2.28 box .............................................................................................................................. 4-51.1, 6-2.28 concrete ...................................................................................................................... 4-51.1, 4-61.1 alternative slotted pipe .............................................................................................. 4-61.1, 4-61.2 temporary ................................................................................................................... 4-61.1, 4-61.2 steel pipe ............................................................................................................................... 4-19.12, structural plate culverts ............................................................ 4-61.1, 4-67.1 thru 4-67.3, 6-2.29

Curb ramps (wheelchair ramps) ..................................................... 4-73.1 thru 4-73.5, 4-87.5, 5-1.10 Curbs and sidewalks............................................................ 4-73.1 thru 4-73.5, 4-87.5, 5-1.10, 5-1.33 Curing compound .......................................................................................................................................

3-8.10, 4-28.2, 4-28.4, 4-40.6, 4-40.9, 4-53.2, 4-90.7, 6-1.46, 6-1.47, 6-2.16, 6-2.24, 7-1.12

D Daily extra work ............................................................................................................................ 5-1.33,

5-1.36, 5-1.41, 5-1.47, 5-1.52, 5-1.55, 5-1.57, 5-1.59, 5-1.61, 5-1.63, 5-1.6, 5-1.74, 8-1.2 Damage, responsibility for ............................................................................................... 3-5.25, 3-5.26 Damages, liquidated ............................................................................................ 3-5.29, 3-8.11, 3-8.12,

3-8.15, 3-8.16, 3-9.26, 3-9.28, 4-20.11, 5-1.36, 5-1.66, 5-1.68, 5-3.17, 5-4.14, 5-4.31, 8-1.21 Dampproofing ................................................................................................................................. 4-54.1 Davis Bacon Act ............................................................................................................................. 8-1.20 DBE (see Disadvantaged Business Enterprises) Decreased quantities, increased or ............................................................. 3-9.7, 3-9.14, 3-9.15, 5-3.6 Defective materials ........................................................ 3-5.27, 4-82.1, 4-82.3, 4-92.5, 4-92.6, 8-1.14 Delays, right of way .......................................................................................................... 3-5.22, 5-1.63 Delegation of authority ................................................................................. 5-3.28, 5-4.28 thru 5-4.31 Delineation ........ 2-2.3 thru 2-2.5, 2-2.7, 2-2.9, 4-10.1, 4-12.6, 4-12.15, 4-12.16, 4-39.13, 4-39.33,

4-41.3, 4-41.7, 4-81.4, 4-82.1, 4-84.1, 4-87.2, 5-1.24, 5-3.17, 5-3.18, 5-3.21, 6-2.20, 6-2.21 Delineators, markers ..................................................................... 4-12.6, 4-12.15, 4-81.1 thru 4-81.4,

4-82.1 thru 4-82.3, 4-83.2, 4-84.3, 4-95.1, 5-1.80, 6-1.9, 6-1.49, 6-2.16, 6-2.20, 6-2.27 Department acceptance .................................................................. 3-5.1, 3-6.5, 4-39.15, 4-59.1, 9-2.2

D

Index


Department-furnished materials ........................................................................................... 1-4.2, 3-2.3 3-6.1, 4-12.19, 4-20.13, 4-56.3, 4-81.1, 4-82.1, 4-86.2, 5-1.35, 5-1.48, 5-1.51, 5-2.1, 7-1.34

Details, shop ......................................................................................................................... 4-56.2, 6-2.3 Detours...................................................................... 2-2.1, 2-2.2, 2-2.4, 2-2.7, 2-2.10, 2-2.11, 2-2.20,

3-7.1 thru 3-7.3, 3-8.1, 4-12.3, 4-12.11, 4-39.29, 4-78.2, 4-78.3, , 5-1.24, 5-3.21, 5-5.5, 8-2.3 Differing site conditions ............................................................................................................................

3-4.2 thru 3-4.5, 3-5.30, 3-5.32, 3-5.33, 3-9.17, 4-84.4, 5-3.17, 5-3.19, 5-4.16, 6-1.15 Disabled Veteran Business Enterprises (DVBE) ....................................................................................

3-5.4 thru 3-5.8, 3-9.27, 5-1.7, 5-1.27, 5-1.78, 8-1.2, 8-3.1 thru 8-3.14 Disadvantaged Business Enterprises (DBE) ...........................................................................................

3-5.4 thru 3-5.8, 3-9.27, 3-9.28, 5-1.7, 5-1.8, 5-1.27, 5-1.78, 8-1.2, 8-3.1 thru 8-3.14 Disposal of material outside the highway right-of-way ............................................................. 3-5.17 Disposal, staging and borrow sites (DSB) ..................................................................7-1.8 thru 7-1.11 Dispute process for acceptance tests .......................................................................................... 4-39.16 Dispute Resolution Board (DRB)............................................................................. 3-5.36 thru 3-5.41 Disputes .................. 2-2.20, 3-4.5, 3-5.29, 2-2.20, 3-4.5, 3-5.29, 3-5.31, 3-5.32, 3-5.36 thru 3-5.42

3-9.30, 5-0.6, 5-1.15, 5-1.16, 5-1.24, 5-1.37, 5-1.79, 5-2.1, 5-3.2, 5-4.1 thru 5-4.31, 9-1.2 Drain hole .............................................................................................................. 4-51.4, 4-87.5, 4-87.6 Drainage inlets ................................................................................................................... 4-51.1, 4-83.2 Drainage pumping equipment....................................................................................................... 4-74.1 Drains, overside .................................................................................................... 4-69.1, 4-69.2, 6-2.27 Drains, subsurface (edge, geocomposite systems, horizontal, underdrains) ........................................

4-19.8, 4-29.1, 4-29.2, 4-68.1 thru 4-68.6, 4-96.1, 5-3.21, 6-2.30 Dry sieve analysis .............................................................................................................................. 6-3.4 Dump truck rental ........................................................................................................................... 3-9.13 Dust control ....................................... 4-10.2, 4-18.1, 4-18.2, 4-19.1, 4-21.4, 4-39.24, 7-1.12, 7-1.29 Dust palliative ............................................................................. 4-10.2, 4-18.1, 4-18.2, 7-1.11, 7-1.12 DVBE (see Disabled Veteran Business Enterprises)

E Earthwork .................................................................................................................. 4-19.1 thru 4-19.18

slides and slipouts................................................................................................................... 4-19.7 slope rounding ......................................................................................................... 4-19.9, 4-19.16 slopes, embankment ............................................................................................................. 4-19.13 local borrow ............................................................................................................... 3-6.3, 4-19.10

Edge drains .............................................................. 4-29.2, 4-29.3, 4-68.1 thru 4-68.6, 4-96.1, 6-2.29 Electrical equipment and materials........................................................................... 4-86.1 thru 4-86.4 Electrical systems .................................................3-9.20, 4-86.1, 4-87.1 thru 4-87.16, 5-3.17, 7-1.29 Eliminated items ............................................................................................................................. 3-9.15 Emergency contract administration ............................................................................... 5-5.1 thru 5-5.5 Employee complaints ........................................................................................................................ 8-1.2 Emulsions, asphaltic .................................................................. 4-27.4, 4-28.4, 4-30.1, 4-37.1, 4-37.2,

4-37.5 thru 4-37.23, 4-39.26, 4-39.41, 4-94.1 thru 4-94.4, 6-1.11, 6-1.19, 6-1.28, 6-1.37, 6-2.23 Encroachment Permit ....................................................................................................................... 2-2.3,

2-2.12, 2-2.13, 3-5.21, 3-5.44, 3-8.3, 5-1.24, 5-1.25, 5-1.81, 7-1.11, 7-1.21, 9-2.1 thru 9-2.3

E

Index


Engineer’s authority .................................................................................... 3-5.1, 3-5.9, 3-9.10, 7-1.12 Engineering fabrics ........................................................................................................................ 4-96.2 Entrained air .............................................................................. 4-40.2, 4-40.3, 4-40.10, 4-90.2, 6-1.39 Environmental commitments record .................................................................................... 5-0.5, 7-1.1 Environmental compliance, certificate of ......................................................................... 7-1.1, 7-1.39 Environmental hazards and safety procedures ........................................................ 7-1.24 thru 7-1.32 Environmental Quality Act .............................................................................................................. 7-1.9 Epoxy ................................................................................................................... 4-12.15, 4-95.1, 4-95.2 Equal employment opportunity ............................................................................... 3-9.27 thru 3-9.29,

5-0.4, 5-1.27, 5-1.36, 5-1.66, 5-1.78, 7-1.6, 8-1.2, 8-1.4, 8-1.11, 8-2.1 thru 8-2.7, 8-3.13 Equal Employment Opportunity is the Law Poster ....................................................................... 8-2.2 Equipment, plant....................................................................................................... 3-8.9, 4-74.1, 6-3.6 Equipment, pumping (and controls) ................................................................................ 4-74.1, 4-74.2 Equipment rental rates .......... 3-9.9 thru 3-9.12, 5-0.7, 5-1.35, 5-1.60, 5-1.61, 5-1.74, 5-3.7, 8-1.11 Erosion control ............................................................................................................ 4-21.1 thru 4-21.6 Erosion control and highway planting ..................... 4-20.1, 4-20.3, 4-20.9, 4-20.11, 4-21.1, 7-1.29 Excavation ........................ 2-1.3, 2-2.6, 2-2.13, 2-3.1, 3-4.1, 3-5.11 thru 3-5.13, 3-5.19 thru 3-5.22,

3-7.1 thru 3-7.3, 3-9.19, 4-19.1 thru 4-19.18, 5-3.17, 7-1.7, 7-1.8, 7-1.10, 7-1.27, 7-1.28 Execution of contract, award and .................................................................................................... 3-3.1 Expansion joint armor .................................................................................................................... 4-51.3 Extra work ............................................................................. 1-1.7, 3-4.1, 3-4.2, 3-5.1, 3-5.18, 3-5.20, 3-5.24, 3-6.2, 3-8.3, 3-8.15, 3-9.1, 3-9.5 thru 3-9.8, 3-9.10 thru 3-9.13, 3-9.18, 3-.21, 3-9.29 thru 3-9.31, 3-9.38, 3-9.41, 4-12.17 thru 4-12.19, 4-19.7, 3-19.8, 4-19.11, 4-19.17, 4-20.15, 4-39.13,

4-84.4, 5-0.6, 5-0.7, 5-1.12 thru 5-1.14, 5-1.33, 5-1.36, 5-1.41 thru 5-1.43, 5-1.52, 5-1.55 thru 5-1.59, 5-1.61, 5-1.63, 5-1.66, 5-1.68, 5-1.72, 5-1.74, 5-3.1 thru 5-3.6, 5-3.8 thru 5-3.12,

5-3.26, 5-3.27, 5-3.29, 5-3.31, 5-3.33, 5-4.5, 5-4.14, 5-4.27, 5-4.30, 5-5.4, 8-1.2, 8-1.5, 8-1.14

F Fabricated materials, acceptance of ................................................................................................. 6-2.1 Fabrication, out of state ..................................................................................................................... 3-6.5 Facilities, existing ............................................................................................................... 2-2.4, 2-2.22,

3-5.20, 3-5.24, 4-15.1, 4-15.2, 4-37.7, 4-37.12, 4-37.15, 4-73.1, 4-73.3, 4-81.4, 4-82.3, 4-87.2 Facility preservation ............................................................ 3-5.20 thru 3-5.23, 4-15.1, 4-78.3, 4-84.4 Fair Labor Standards Act .................................................................................................................. 3-7.1 False Information Act .................................................................................................................... 8-1.21 Falsework, erection or removal......... 3-5.18, 3-5.25, 3-7.2, 3-9.20, 4-48.1, 4-83.6, , 5-1.24, 6-2.29

lighting ............................................................................................................. 2-2.5, 4-16.1, 4-16.2 safety ............................................................................. 2-1.3, 2-2.5, 2-2.10, 2-2.14, 2-2.21, 2-3.1

Federal-aid contracts on the national highway system ............................................................... 3-8.17 Federal Highway Administration involvement in contract administration ............................. 5-3.24

high-profile projects .................................................................................................. 5-1.79, 5-3.33 delegated projects ........................................................................................... 5-0.9, 5-0.10, 5-3.24

Fence, temporary ....................................................................................... 4-16.1, 4-80.1, 6-2.30, 7-1.6 Fences ............................................................................................................................................. 3-5.28,

4-16.1, 4-16.2, 4-19.5, 4-20.6, 4-20.9, 4-80.1, 4-80.2, 5-1.80, 5-3.17, 6-1.48, 7-1.3, 7-1.35

F

Index


Field inspection ................................... 1-0.1, 3-5.43, 3-5.44, 3-6.1, 4-10.2, 4-37.1, 4-37.11, 4-37.15,

4-37.18, 4-37.22, 4-37.24, 4-39.40, 4-40.18, 4-90.12, 6-2.8, 6-2.9, 6-2.13, 6-2.34, 6-3.1 laboratory ............................................................... 4-39.30, 5-1.31, 5-1.39, 5-1.40, 5-1.78, 6-3.2 office ....................................................................................................................................................

1-1.5, 1-1.7, 1-4.1, 1-4.2, 5-0.7, 5-1.20, 5-1.46, 5-1.75, 5-1.76, 5-4.14, 5-4.15, 5-4.31, 6-1.1 testing equipment ...................................................................................................................... 6-3.2

Filter fabric .............................................................. 4-29.1, 4-29.2, 4-68.1 thru 4-68.5, 4-72.4, 4-96.1 Final cleanup ...................................................................................................................... 4-22.1, 4-75.2 Final inspection ...................................................................... 3-5.42 thru 3-5.44, 4-74.1, 5-0.8, 7-1.16 Finishing roadway ..................................................................................... 3-4.7, 4-22.1, 4-22.2, 5-1.33 Flaggers ............ 2-2.9, 4-12.1, 4-12.6, 4-12.10, 4-12.13, 4-12.16, 4-12.17, 4-12.19, 4-19.3, 5-3.11 Flagging ................................................................................................................ 3-9.28, 3-9.30, 4-12.1,

4-12.6, 4-12.16, 4-12.17, 5-1.36, 5-1.60, 5-1.70, 5-1.72, 5-1.73, 5-3.9, 5-3.10, 5-3.17, 5-3.29 Flashing arrow signs ........................................................... 4-12.3, 4-12.9, 4-12.16, 4-12.18, 4-12.19 Flashing beacons, portable ................................................................................ 4-12.3, 4-12.9, 4-12.18 Flexible start ............................................................................................................................ 3-8.2, 3-8.3 Fog seal coat ..................................................................................................................... 4-39.33, 4-84.3 Force account payment ....................................................... 3-9.6, 3-9.9, 3-9.29, 5-1.59, 5-1.62, 5-3.5 Foreign materials ..................................................................................... 4-29.2, 4-51.3, 4-56.2, 4-61.2 Forms

CEM-0101, Resident Engineer’s Report of Assignment ................. 3-5.2, 5-0.7, 5-1.1, 5-1.21 CEM-0501, Relief from Maintenance ......................................................... 3-5.28, 5-1.1, 5-1.23 CEM-0601, Construction Safety Report .................................................................. 5-1.2, 5-1.23 CEM-0602, Project Safety Program Statement ....................................................... 5-1.2, 5-1.23 CEM-0603, Major Construction Incident Notification ............................................. 2-3.2, 5-1.2 CEM-0606, Construction Safety Checklists ...................................... 2-1.3, 2-1.4, 5-1.2, 5-1.23 CEM-1201, Subcontracting Request ............................ 3-5.4, 3-5.6, 3-5.9, 5-1.2, 8-3.3, 8-3.10 CEM-1202A, Contractor Action Request—Change of Name/Address ...... 3-5.4, 3-7.5, 5-1.2 CEM-1202B, Contractor Action Request—Assignment of Contract Monies ...........................

3-5.3, 3-5.4, 5-1.2, 5-1.44 CEM-1203, Contractor Action Request—Assignment of Contract Performance .....................

3-5.3, 3-5.4, 5-1.2 CEM-1901, Burial Location of Soil Containing Aerially Deposited Lead .......... 5-1.2, 7-1.28 CEM-1902, Burial Location of Soil Containing Naturally Occurring Asbestos ............... 5-1.3 CEM-1903, Burial Location of Soil Containing Aerially Deposited Lead Topographic

Survey ................................................................................................................................ 5-1.3 CEM-2006, Legally Responsible Person Authorization of Approved Signatory ............. 5-1.3 CEM 2006T, Legally Responsible Person Authorization of Approved Signatory—Lake

Tahoe Hydrologic Unit .................................................................................................... 5-1.3 CEM-2008, SWPPP/WPCP Amendment Certification and Acceptance .......................... 5-1.3 CEM-2009, SWPPP/WPCP Amendments Log .................................................................... 5-1.3 CEM-2023, Stormwater Training Record ............................................................................. 5-1.3 CEM-2024, Stormwater Training Log ................................................................................... 5-1.3 CEM-2030, Stormwater Site Inspection Report...................................................... 5-1.3, 7-1.17

Index


Forms (continued): CEM-2031T, Daily Stormwater Site Inspection Report—Lake Tahoe Hydrologic Unit .........

5-1.3 CEM-2032, Permanent Erosion Control Establishment (PECE) Report ........................... 5-1.4 CEM-2034, Monthly Stormwater Best Management Practices & Materials Inventory Report—Optional...................................................................................................................... 5-1.4 CEM-2035, Stormwater Corrective Actions Summary ....................................................... 5-1.4 CEM-2035T, Stormwater Corrective Actions Summary—Lake Tahoe Hydrologic Unit .......

5-1.4 CEM-2045, Rain Event Action Plan ........................................................................ 5-1.4, 7-1.15 CEM-2045T, Rain Event Action Plan— Lake Tahoe Hydrologic Unit .............. 5-1.4, 7-1.15 CEM-2051, Stormwater Sampling and Analysis Log—Optional ...................................... 5-1.4 CEM-2052, Stormwater Sample Field Test Report/Receiving Water Monitoring Report .......

5-1.4 CEM-2058, Stormwater Meter Calibration Record—Specialty Meters ............................ 5-1.4 CEM-2061, Notice of Discharge Report .............................................. 5-1.4, 7-1.15 thru 7-1.17 CEM-2061T, Notice of Discharge Report—Lake Tahoe Hydrologic Unit, Stormwater Sample Field Test Report/Receiving Water Monitoring Report ....... 5-1.5, 7-1.15 thru 7-1.17 CEM-2062, Numeric Action Level Exceedance Report ...................................................... 5-1.5 CEM-2062T, Numeric Action Level Exceedance Report—Lake Tahoe Hydrologic Unit......

5-1.5 CEM-2063, Numeric Effluent Limitation Violation Report ................................................ 5-1.5 CEM-2063T, Numeric Effluent Limitation Violation Report—Lake Tahoe Hydrologic

Unit ..................................................................................................................................... 5-1.5 CEM-2070, SWPPP/WPCP Annual Certification of Compliance ..................................... 5-1.5 CEM-2075, Project Stormwater Annual Report ................................................................... 5-1.5 CEM-2075T, Project Stormwater Annual Report—Lake Tahoe Hydrologic Unit .......... 5-1.5 CEM-20CC, Attachment CC, Water Pollution Control Best Management

Practices List ..................................................................................................................... 5-1.6 CEM-20DAPP, Appendix D, Notification Log .................................................................... 5-1.6 CEM-20DCON, SWPPP/WPCP Attachment D, Contractor Personnel Training Record .......

5-1.6 CEM-20DSUB, SWPPP/WPCP Attachment D, Subcontractor Personnel Stormwater

Training Record ................................................................................................................ 5-1.6 CEM-20EE, SWPPP Attachment EE, Stormwater Sampling Locations........................... 5-1.6 CEM-2101, COZEEP Daily Report ............................................... 2-2.17, 2-2.19, 5-1.6, 5-1.26 CEM-2102, COZEEP/MAZEEP Task Order ............................................ 2-2.18, 5-1.6, 5-1.26 CEM-2103, COZEEP/MAZEEP Cancellation Form ............................... 2-2.18, 5-1.7, 5-1.26 CEM-2401, Substitution Report for Disadvantaged Business Enterprise (DBE) or

Underutilized Disadvantaged Business Enterprise (UDBE) ................. 5-1.7, 8-3.7, 8-3.8 CEM-2402(F), Final Report—Utilization of Disadvantaged Business Enterprises (DBE),

First—Tier Subcontractors ................................................................................ 5-1.7, 5-1.27 CEM-2402(S), Final Report—Utilization of Disabled Veteran Business Enterprises

(DVBE), State Funded Projects Only ............................................................................ 5-1.7 CEM-2403(F), Disadvantaged Business Enterprises (DBE) Certification Status Change .......

5-1.7, 5-1.27

Index


Forms (continued): CEM-2404(F), Monthly DBE/UDBE Trucking Verification ............................... 5-1.7, 5-1.27 CEM-2405, Disabled Veteran Business Enterprise (DVBE) Substitution Request to the

Department of General Services (DGS) .......................................................... 5-1.7, 8-3.10 CEM-2406, Monthly disadvantaged Business Enterprises (DBE) Payment ..............................

5-1.8, 8-3.4, 8-3.13 CEM-2501, Fringe Benefit Statement ......................................................................... 5-1.8, 8-1.5 CEM-2502, Contractor or Subcontractor Payroll ...................................................... 5-1.8, 8-1.5 CEM-2503, Statement of Compliance ........................................................................ 5-1.8, 8-1.5 CEM-2504, Employee Interview: Labor Compliance/EEO ................................................ 5-1.8 CEM-2504 (Spanish), Entrevista de Empleado: Cumplimiento Laboral/IEO ...........................

5-1.8, 8-1.3, 8-1.11, 8-2.1, 8-2.2 CEM-2505, Owner-Operator Listing .......................................................... 5-1.8, 8-1.10, 8-1.14 CEM-2506, Labor Compliance—Wage Violation ................................................. 5-1.8, 8-1.18 CEM-2507, Labor Violation: Case Summary ......................................................... 5-1.8, 8-1.18 CEM-2508, Contractor’s Payroll Source Document Audit Summary ................. 5-1.8, 8-1.18 CEM-2509, Checklist—Source Document Audit .................................................. 5-1.8, 8-1.18 CEM-2510, Truck Owner-Operator Certification of Ownership .......................... 5-1.9, 8-1.11 CEM-2601, Construction Progress Chart ................................................... 3-9.23, 3-9.25, 5-1.9 CEM-2701, Weekly Statement of Working Days .........................................................................

3-8.1, 3-8.2, 3-8.4 thru 3-8.6, 3-8.12, 3-9.24, 3-9.25, 4-20.10, 5-1.9, 5-1.27, 5-1.41, 5-4.14 CEM-2702, Overrun in Contract Time ....................................................... 5-1.9, 5-4.14, 5-4.31 CEM-3101, Notice of Materials to Be Used ...................................................................................

3-6.1, 4-0.1, 5-0.5, 5-1.9, 5-1.28, 5-1.38, 5-1.40, 6-2.1 thru 6-2.7, 6-2.10, 6-2.11, 6-2.35 CEM-3501, Hot Mix Asphalt Production Report ..................... 4-39.17, 4-39.25, 5-1.9, 5-1.28 CEM-3502, Hot Mix Asphalt Placement Report ...................... 4-39.25, 4-39.27, 5-1.9, 5-1.28 CEM-3511, Contractor Job Mix Formula Proposal ......................................................................

4-39.3 thru 4-39.7, 4-92.3, 5-1.9, 5-1.28 CEM-3512, Contractor Hot Mix Asphalt Design Data ... 4-39.3, 4-39.6, 4-39.7, 5-1.9, 5-1.29 CEM-3513, Caltrans Hot Mix Asphalt Verification ......................................................................

4-39.3 thru 4-39.7, 4-39.10, 5-1.9, 5-1.29 CEM-3514, Contractor Job Mix Formula Renewal ............................................. 4-39.7, 5-1.10 CEM-3673A, Americans with Disabilities Act (ADA) Compliance Inspection Report—

Sidewalk ......................................................................................................................... 5-1.10 CEM-3673B, Americans with Disabilities Act (ADA) Compliance Inspection Report—

Sidewalk at Driveway ................................................................................................... 5-1.10 CEM-3673C, Curb Ramp (Case A) Americans with Disabilities Act (ADA) Compliance

Inspection Report .............................................................................................. 4-73.4, 5-1.10 CEM-3673D, Curb Ramp (Case B) Americans with Disabilities Act (ADA) Compliance

Inspection Report ........................................................................................................... 5-1.10 CEM-3673E, Curb Ramp (Case C) Americans with Disabilities Act (ADA) Compliance

Inspection Report ........................................................................................................... 5-1.10 CEM-3701, Test Result Summary ...................................................................................................

4-39.15, 4-39.35, 4-92.5, 4-94.2, 5-1.10, 5-1.29, 6-1.4, 6-1.12 CEM-3702, Relative Compaction Summary ........................................................ 5-1.10, 5-1.29 CEM-3703, Caltrans Production Start-Up Evaluation .......................... 4-39.35, 5-1.11, 5-1.29

Index


Forms (continued): CEM-3736, Pavement Smoothness Inertial Profiler Submittal Record ......................................

4-36.4, 5-1.11, 5-1.29 CEM-3736AC, Asphalt Concrete Pavement Smoothness Corrections Information .................

4-36.4, 5-1.11, 5-1.29 CEM-3736C, Concrete Pavement Smoothness Corrections Information ...................................

4-36.4, 5-1.11, 5-1.29 CEM-3801, Request for Assignment of Inspectors, Samplers, and Testers ...... 5-1.11, 5-1.31 CEM-3802, Quality Control Inspector Affidavit of Proficiency ......................... 5-1.11, 5-1.31 CEM-3803, Daily Summary of Quality Control Testing ..................................... 5-1.11, 5-1.31 CEM-3804, Hot Mix Asphalt Inspection and Testing Summary ........................ 5-1.11, 5-1.31 CEM-4101, Materials Release Summary .............................................................. 5-1.11, 5-1.31 CEM-4102, Material Inspected and Released on Job ....................................................................

4-20.14, 5-1.12, 5-1.31, 5-1.32, 6-2.7, 6-2.35, 6-3.2 CEM-4202, Material Plant Safety Checklist ......................................................... 5-1.12, 5-1.32 CEM-4204, California Test 109 Sticker........................................... 3-9.3, 3-9.4, 4-90.6, 5-1.12 CEM-4401, Solid Waste Disposal and Recycling Report ...................... 5-1.12, 5-1.32, 7-1.37 CEM-4501, Resident Engineer’s Daily Report/Assistant Resident Engineer’s Daily Report ................................................................................ 2-1.5, 5-0.6, 5-1.12, 5-1.32 CEM-4601, Assistant Resident Engineer’s Daily Report .............................................................

2-1.3, 3-5.22, 4-39.18, 4-39.25, 4-39.26, 4-39.32, 5-0.6, 5-0.7, 5-1.12, 5-1.32, 5-1.33 CEM-4701, Drainage System Summary ............................................................... 5-1.12, 5-1.33 CEM-4801, Quantity Calculations.......................................................................... 3-9.18, 5-1.12 CEM-4900, Change Order .................................................... 5-1.12, 5-1.13, 5-1.35, 5-3.1, 5-3.2 CEM-4901, Change Order Input ................................................... 5-1.13, 5-1.35, 5-1.55, 5-3.13 CEM-4902, Extra Work Bill (Short Form) .................................. 5-1.13, 5-1.59, 5-1.61, 5-1.62 CEM-4902A, Extra Work Bill—Title Page ....................................................................... 5-1.13 CEM-4902B, Extra Work Bill—Labor Charges ............................................................... 5-1.13 CEM-4902C, Extra Work Bill—Equipment Charges ....................................................... 5-1.13 CEM-4902D, Extra Work Bill—Material Charges .............................................. 5-1.13, 5-1.61 CEM-4903, Change Order Memorandum ......................................................................................

5-1.13, 5-1.35, 5-3.1, 5-3.12, 5-3.13, 5-3.24, 5-3.25 CEM-4904, Caltrans Authorization for Using Internet Extra Work Bill System ........... 5-1.14 CEM-4905, Contractor Authorization for Using Internet Extra Work Bill System ...... 5-1.14 CEM-5101, Request for Payment for Materials on Hand .............................................................

3-9.21 thru 3-9.23, 5-0.5, 5-1.14, 5-1.35 CEM-5501, Partnering Facilitator Evaluation—Kick-Off ................................... 5-1.14, 5-1.36 CEM-5502, Partnering Facilitator Evaluation—Close-Out ................................. 5-1.14, 5-1.36 CEM-6003, Progress Pay—Estimate Project Initiation or Update ..............................................

3-8.2, 5-1.14, 5-1.36, 5-1.44, 5-1.45, 5-1.64, 5-1.73 CEM-6004, Contract Transactions Input ........................................................................................

3-9.18, 5-1.14, 5-1.34, 5-1.37, 5-1.45, 5-1.47, 5-1.49, 5-1.50, 5-1.52, 5-1.53 CEM-6101, Project Record—Estimate Request ............................................................................

3-6.5, 3-9.24 thru 3-9.26, 3-9.29, 5-1.14, 5-1.37, 5-1.44, 5-1.64 thru 5-1.67, 5-1.69, 5-1.72 CEM-6201, Notice of Potential ............................................................................... 5-1.15, 5-1.37 CEM-6201A, Initial Notice of Potential Claim .................................................................. 5-1.15

Index


Forms (continued): CEM-6201B, Supplemental Notice of Potential Claim .................................................... 5-1.15 CEM-6201C, Full and Final Documentation of Potential Claim ..................................... 5-1.15 CEM-6201D, Initial Potential Claim Record ................................ 3-5.29, 5-0.6, 5-1.15, 5-4.18 CEM-6201E, Supplemental Potential Claim Record ................... 3-5.30, 5-0.6, 5-1.15, 5-4.18 CEM-6201F, Full and Final Potential Claim Record ................... 3-5.31, 5-0.6, 5-1.15, 5-4.18 CEM-6202, Dispute Resolution Board Establishment Report ......................................... 5-1.15 CEM-6203, Dispute Review Board (DRB) Update Report ............................................. 5-1.15 CEM-6204, Dispute Resolution Board Dispute Meeting Report ........................ 3-5.42, 5-1.15 CEM-6205, Dispute Review Board (DRB) Completion Report ..................................... 5-1.16 CEM-6206, Dispute Resolution Advisor—Establishment Report ..................... 3-5.39, 5-1.16 CEM-6207, Dispute Resolution Advisor—Dispute Meeting Report ................. 3-5.42, 5-1.16 CEM-6208, Dispute Resolution Ladder Establishment ....................................... 3-5.37, 5-1.16 CEM-6209, Elevation of a Dispute ............................................................ 3-5.37, 5-1.16, 5-4.12 CEM-6301, Contract Acceptance ................................................. 3-5.43, 5-1.16, 5-1.37, 5-1.44 CEM-6302, Final Materials Certification ................................................. 5-1.16, 5-1.37, 6-1.13 CEM-6303, Final Acceptance Checklist for Federal-Aid Projects or Division Interest

(PODI) ................................................................................................................. 5-0.9, 5-1.16 CEM-9001, Construction Manual Proposed Change .................................. 1-0.2, 5-1.1, 5-1.16 OFG-1, Oversight Engineer’s Preconstruction Checklist ................................................. 5-1.17 OFG-2, Local Agency and Oversight Engineer Preconstruction

Conference Checklist .................................................................................................... 5-1.17 OFG-3, Oversight Engineer Contract Provisions Checklist.............................................. 5-1.17 OFG-4, Oversight Engineer’s Construction Contract Administration

Verification Checklist .................................................................................................... 5-1.17 OFG-5, Federal-Aid Projects ................................................................................................ 5-1.17 OFG-6, Final Acceptance Checklist for Caltrans Oversight Projects ................... 5-1.17, 9-2.3

Materials Engineering and Testing Services Forms MR-0518, Job Cement Samples Record ................................................................ 5-1.18, 6-2.32 TL-0015, Quality Assurance-Nonconformance Report .......................... 5-1.17, 5-1.31, 6-2.13 TL-0016, Quality Assurance-Nonconformance Resolution ................... 5-1.17, 5-1.31, 6-2.13 TL-0028, Notice of Materials to Be Inspected at the Jobsite ........................................................

4-86.2, 5-1.17, 5-1.28, 5-1.38, 5-1.40, 6-2.7, 6-2.10, 6-2.35, 6-3.1 TL-0029, Report of Inspection of Material .....................................................................................

3-6.4, 3-9.19, 3-9.21, 4-0.1, 4-55.1, 4-56.4, 4-57.1, 5-1.12, 5-1.18, 5-1.31, 5-1.32, 5-1.39, 5-1.41, 6-2.7, 6-2.10, 6-2.12 thru 6-2.14, 6-2.22, 6-2.35

TL-0038, Inspection Request .......................................................... 5-1.18, 6-2.8, 6-2.10, 6-2.11 TL-0101, Sample Identification Card ..............................................................................................

5-1.18, 6-1.1, 6-1.3, 6-1.4, 6-1.10, 6-1.30, 6-2.12, 6-2.31, 6-2.33, 6-2.44 TL-0502, Field Sample of Portland Cement Concrete Sample Card..... 5-1.18, 6-1.10, 6-1.11 TL-0608, Notice of Materials to Be Furnished ..............................................................................

5-1.18, 5-1.28, 5-1.38, 5-1.40, 6-2.7, 6-2.8, 6-2.10, 6-2.11, 6-2.35 TL-0649, Inspector’s Report of Material on Hand ............................................... 3-9.22, 5-1.18 TL-6013, Materials Suitability Documentation Report ........................... 5-1.18, 5-1.31, 6-2.13 TL-6014, Materials Suitability Report..... 5-1.18, 5-1.31, 5-1.32, 6-2.7, 6-2.10, 6-2.14, 6-2.35

Index


TL-6037, Fabrication Progress Report ................................................................... 3-9.22, 5-1.18 Other State Forms

DPD-3013, Request for Construction Staking ...................................................... 5-1.19, 5-1.23 LA-17, Report of Chemical Spray Operations ................................................................... 5-1.19

Traffic Operations Forms TR-0019, Notice of Change in Clearance or Bridge Weight Rating .................... 3-7.4, 5-1.19 TR-0020, Notice of Change in Vertical or Horizontal Clearance ......................... 3-7.4, 5-1.19 TR-0029, Notice of Change in Clearance or Bridge Weight Rating .................... 3-7.4, 5-1.19

Federal Forms FHWA-1391, Federal-Aid Highway Construction Contractors Annual EEO Report .. 5-1.20 DOL SF-308, Request for Wage Determination and Response to Request ................... 5-1.20

Forms used for contract administration .......................................................................................... 5-1.1 Funds/Funding ................ 5-2.1 thru 5-2.4, 5-3.25, 5-3.26, 5-4.14, 5-5.1, 5-5.3, 8-1.19, 9-1.2, 9-1.3

G Garment, high-visibility standards................................................................................................... 2-1.9 Geosynthetics .............................................................................. 4-26.3, 4-72.2, 4-96.1, 6-1.49, 6-2.26 Glass beads ........................................................................................ 4-84.1 thru 4-84.5, 6-2.26, 6-2.34 Grading plane ..... 3-5.19, 4-19.7, 4-25.1 thru 4-25.3, 4-26.1, 4-26.2, 4-26.4, 4-27.4, 4-29.3, 4-65.3 Grates, frames, and miscellaneous metal .... 4-37.7, 4-37.10, 4-71.2, 4-71.3, 4-75.1, 6-2.17, 6-2.25 Groove and grind pavement ............................................................................................. 4-36.1, 4-42.1 Guard railing, metal beam ............................................................................................................. 4-83.1 Guide posts ......................................................................................................................................... 6-1.9

H Handrailing ...................................................................................................................................... 4-83.5 Hazardous spills ........................................................................................................ 2-3.2, 2-3.3, 7-1.38 Hazardous waste ................................................. 2-1.10, 4-19.1, 4-42.1, 5-1.26, 5-1.38, 5-1.77, 7-1.1 Hearing process for substitution ............................................................3-5.6, 3-5.7, 8-3.7 thru 8.3-10 Highway planting .......................................... 3-5.28, 4-20.1, 4-20.3, 4-20.9, 4-20.11, 4-21.1, 7-1.29 Hook details .................................................................................................................................... 4-52.1 Horizontal drains .................................................................................................. 4-19.6, 4-19.8, 4-68.1 Hot mix asphalt .................................................................................................................................. 4-39

aggregate treatment .................................................................................. 4-39.8, 4-39.18, 4-39.19 construction processes ........................................................................................................... 4-39.1 production .................................................................... 4-39.2, 4-39.6, 4-39.10, 4-39.20, 4-39.21

Hydraulic jacks .................................................................................................................... 4-87.5, 6-3.3 Hydroseeding ..................................................................................................................... 4-21.1, 4-21.2

I Imported borrow ............................... 3-6.2, 4-19.6, 4-19.10, 4-19.15, 4-19.17, 6-1.5, 7-1.10, 8-1.13 Increased and decreased quantities ................................................. 3-4.2, 3-8.12, 3-9.7, 3-9.14, 5-3.6 Incident notification, major construction ............................................................................. 2-3.2, 5-1.2

I

H

G

Index


Indemnification and insurance ......................................................................................................... 3-7.5 evidence of insurance ............................................................................................................... 3-7.5 railroad protective insurance ......................................................................................... 3-7.6, 3-7.7

Independent Assurance Program ...................................................................... 4-24.3, 4-39.2, 4-39.15 Inertial profiler ............. 4-36.2 thru 4-36.5, 4-39.31 thru 4-39.33, 4-39.41, 4-40.10, 4-42.1 , 4-42.3 Inspection, access .......................................................................................... 2-1.4, 3-5.1, 3-5.43, 6-2.8 Insurance ............................................................................................................................................ 3-7.5 International Roughness Index .......................................................... 4-36.4, 4-36.5, 4-39.35, 4-39.41 Interviews, onsite ......................................................................................................... 5-1.8, 8-1.3, 8-2.1 Items

eliminated ................................................................................................................................ 3-9.15 final pay ...................................................................................................................................... 3-9.5

J Jacking

pavement ...................................................................................................... 4-41.1, 4-41.2, 4-41.4, reinforced concrete pipe ........................................................................................................ 4-65.2

Job mix formula acceptance ................................................................................................... 4-39.4, 4-39.7, 4-39.38 adjusted.................................................................................................................................... 4-39.6 renewal .................................................................................................................................... 4-39.6 review ...................................................................................................................................... 4-39.3 submittal ..................................................................................................................... 4-39.2, 4-39.3 verification ...................................................................................................... 3-6.5, 4-39.4, 4-39.5

Joint filler, expansion .............................................................................. 4-51.3, 6-1.49, 6-2.26, 6-2.31 Joint sealing compounds ................................................................................................................ 6-2.31 Joint, square ........................................................................................................................................ 2-2.7

L Labor code .....................................................................................2-1.6, 2-1.7, 3-7.1, 8-1.1 thru 8-1.22 Labor compliance ......................................... 3-5.6 thru 3-5.8, 5-0.4, 5-1.66, 5-1.76, 8-1.1 thru 8-.22 Labor surcharge ........................................................................................... 3-9.8, 3-9.9, 5-1.60, 5-1.61 Lane closures ......................... 2-2.1, 2-2.11, 2-2.17, 4-12.5, 4-12.11, 4-41.2, 4-42.1, 4-81.1, 5-1.27 Laws, regulations, and specifications .............................................................................................. 8-2.1 Laws to be observed .......................................................................................................................... 3-7.1 Lean concrete base ......................................................................................................................... 4-28.1 Legal relations and responsibility .................................................................................................... 3-7.1 Licenses, contractor ........................................................................................................... 3-5.10, 7-1.19 Lime stabilization .............................................................................................................. 4-24.1, 4-94.1 Lines and grades ................................................................................................. 3-5.21, 4-19.12, 4-73.3 Liquid antistrip treatment ................................................................................ 4-39.8, 4-39.10, 4-39.20 Liquid asphalts .............................................................................................................................. 4-39.41 Liquidated damages ...................................................... 3-5.29, 3-8.11, 3-8.12, 3-8.15, 3-8.16, 3-8.26 Load limits....................................................................................................................................... 3-5.24

L

J

Index


Local funding ................................................................................................... 5-2.3, 5-2.4, 5-3.25, 9-1.1 roads......................................................................................................................................... 5-1.81

Local borrow ............................................................................................ 3-6.3, 4-19.10, 4-19.14, 7-1.9 Local material ......................................................................................................... 3-5.10, 3-5.16, 3-6.2 Log of test borings .................................................................................................................. 3-4.3, 3-4.4

M Maintenance and protection .......................................................................................................... 3-5.23 Maintenance and responsibility, relief from ........................................................ 3-5.26, 3-5.43, 3-8.3 Management review committee ........................................................................................ 3-4.4, 3-5.30 Manholes ................................................................................... 4-37.7, 4-37.10, 4-70.2, 4-71.2, 4-71.3 Manual on Uniform Traffic Control Devices (see California) Manufactured materials, acceptance of ........................................................................................... 6-2.1 Map, climate ................................................................................................................................... 4-92.1 Marination of lime treated aggregate ............................................................ 4-39.8, 4-39.10, 4-39-18 Markers

delineators, delineation .......................... 2-2.3 thru 2-2.7, 2-2.9, 4-10.1, 4-12.1, 4-12.2, 4-12.6, 4-12.15, 4-12.16, 4-39.13, 4-39.33, 4-81.1 thru 4-81.4, 4-82.1, 4-83.2, 4-84.1, 4-87.2

pavement ...................... 4-10.1, 4-10.2, 4-12.6, 4-12.15, 4-20.14, 4-41.3, 4-81 , 4-84.3, 4-95.1 Material plants ..................................................................................................................... 6-3.6, 8-1.13 Material transfer vehicle .................................................................. 3-5.25, 4-39.12, 4-39.26, 4-39.27 Mean roughness index ........................................................................ 4-36.4, 4-36.5, 4-39.32, 4-39.35 Median barriers .................................................................................................................... 2-2.6, 4-83.4 Mesh reinforcing, wire ................................................................................................................... 6-2.18 Metal beam guard railing .................................................................................................. 4-69.1, 4-83.1 Metal railing ................................................................................................................ 4-83.2 thru 4-83.4 Methods of payment ......................................................................................................................... 5-3.5 Micro-surfacing, seal coats .............................................................................. 4-37.1, 4-37.13, 4-37.15 Mineral aggregate, voids in ............................................................................................ 4-39.29, 6-1.34 Minor B contracts .................................................................. 3-2.1, 5-1.44, 5-4.1, 5-4.11, 5-5.1, 5-5.4 Minor B claims ............................................................................................................................... 5-4.12 Minor B limits, emergency contracts in excess of ................................................ 5-1.44, 5-5.1, 5-5.4 Minor concrete .................................................................................................... 4-61.2, 4-90.1, 4-90.12 Minor structures .............................................................................................................................. 4-51.2 Miscellaneous

iron and steel ........................................................................................................................... 4-75.1 metal ........................................................................................................................................ 4-75.1

Miscellaneous drainage facilities .................................................................................................. 4-70.1 Mix design .............................................................4-28.1, 4-30.1, 4-40.1, 4-90.1 thru 4-90.16, 4-92.1 Mobilization ......................................................................................................................... 2-2.13, 5-5.2 Monuments ........................................................................................................................ 4-78.1, 5-1.80

M

Index


N Negative estimates .......................................................................................................................... 3-9.26 Night work ............................................................................. 1-2.3, 2-1.9, 2-2.8, 4-12.2, 7-1.19, 9-1.2 Noise control ................................................................................................................................... 7-1.18 Non-highway facilities, utility ....................................................................................................... 3-5.21 Nonreinforced concrete pipe ......................................................................................................... 4-65.1 Notices, stop .................................................................................................................................... 3-9.25 Nuclear gauges ....................................................................................................... 1-4.2, 4-39.14, 6-3.5

O Obliterating roads and detours .................................................... 2-2.7, 4-10.1, 4-15.1, 4-22.1, 4-78.3 Office Engineer, Division of Engineering Services ................................................ 3-2.1, 3-2.2, 3-3.1 Operation (activity), controlling................. 3-5.33, 3-8.1, 3-8.4, 3-8.5, 4-20.8, 5-0.6, 5-3.13, 5-4.14 Order of work....................................................................... 3-5.3, 3-8.3, 3-8.7, 4-19.2, 4-21.1, 5-3.30 Overhead claims .................................................................................................................. 5-4.3, 5-4.14 Overhead costs, adjustment of ......................................................................................... 3-9.17, 3-9.31 Overhead sign structures ............................................................................ 3-9.22, 4-56.1, 6-2.3, 6-2.5 Overside drains ............................................................................................................................... 4-69.1 Oversight ................................................................... 2-2.3, 3-5.40, 4-60.2, 5-0.9, 5-3.22, 6-1.9, 9-2.1 Owner-operated equipment ................................................ 3-9.8, 3.9-9, 8-1.3, 8-1.10, 8-1.11, 8-1.12 Owner-operators ..................................................... 3-5.18, 8-1.2, 8-1.4, 8-1.5, 8-1.10, 8-1.11, 8-1.14

P Paint ................................................................................................................................. 4-12.8, 4-12.15,

4-59.1, 4-78.2, 4-84.1 thru 4-84.5, 4-91, 6-2.19, 6-2.33, 7-1.12, 7-1.24, 7-1.32 thru 7-134 Painting ........................................................... 4-12.5, 4-12.14, 4-56.4, 4-57.1, 4-59.1, 4-91.1, 6-2.33 Palliative, dust .................................................................................................................... 4-18.1, 7-1.11 Parking, accessible ............................................................................................................ 2-2.20, 2-2.21 Partial payments ................................................................................................................................ 3-9.1 Partnering .................................................................................................................. 3-5.2, 3-5.36, 5-4.3 Pavement

hot mix asphalt ..................................3-6.5, 4-28.3, 4-29.1, 4-37.2, 4-39.1 thru 4-39.43, 4-92.1 joints, contact .......................................................................................................................... 4-40.7 joints, longitudinal ............................. 4-28.2, 4-39.10, 4-39.27, 4-39.31, 4-40.8, 4-40.9, 4-41.7 joints, square .............................................................................................................................. 2-2.7 joints, transverse ........ 3-7.3, 4-39.11, 4-39.27, 4-39.33, 4-40.7, 4-40.9, 4-41.1, 4-41.6, 4-41.7 grind ..................................... 4-36.1, 4-39.11, 4-39.27, 4-39.31, 4-40.11, 4-41.1, 4-42.1, 7-1.19 groove ............................................................................................... 4-36.1, 4-40.8, 4-41.8, 4-42.1 jacking .............................................................................................. 4-41.1, 4-48.1, 4-50.2, 4-65.2 portland cement concrete .......................... 2-2.21, 3-9.19, 4-41.4, 4-72.3, 4-83.6, 4-90.1, 6-3.4 rubberized hot mix asphalt .......................................................................... 4-39.1, 4-92.1, 7-1.36 slip-form .................................................................................................................................. 4-40.4 smoothness ...................................................... 4-36.1 thru 4-36.6, 4-39.1, 4-40.1, 4-42.1, 6-1.37 subsealing ................................................................................................................................ 4-41.1

P

O

N

Index


Pavement (continued): thickness deficiency ....................................................................................... 4-40.13 thru 4-40.18 tie bars ........................................................................................................................ 4-40.2, 4-40.3 warm mix asphalt ...................................................................................................... 4-39.1, 6-2.21

Pavement markers ................................................................. 4-10.1, 4-12.6, 4-12.16, 4-20.16, 4-81.1 Pavement recesses ............................................................................................................. 4-81.2, 4-81.3 Pavement reinforcing fabric .......................................................................................................... 8-1.15 Pavement tapered edge ................................................................................................... 4-39.10, 4-40.2 Payment .............................................................................................................................................. 3-9.1

adjustment ..................................................... 3-4.2, 3-9.1, 3-9.14, 4-39.37, 5-3.6, 5-3.26, 5-4.17 adjustment, delays ........................................................................................... 3-5.29, 3-8.7, 3-8.8

Payment (continued): extra work ................................. 3-5.24, 3-9.5, 3-9.18, 3-9.8, 3-9.21, 5-1.43, 5-3.25-3.33, 8-1.5 final ................................................................................................................ 3-5.18, 3-9.27, 3-9.33 force account ................................................................................................................... 3-9.5, 3-9.8 interest ..................................................................................................................................... 3-9.21 offset ........................................................................................................................................ 3-9.34 price index fluctuations ............................................................................................ 3-9.16, 3-9.17

Payroll records ............................................................ 5-1.76, 8-1.3 thru 8-1.11, 8-1.15, 8-1.20, 8-3.4 Pedestrian facilities .......................................................................................... 2-2.4, 2-2.20 thru 2-2.23 Perforated pipe ................................................................................................................................ 4-68.1 Permeable base

asphalt treated ............................................................................................................ 4-29.2, 4-92.1 cement treated ............................................................................................................ 4-29.2, 4-94.1

Permits ....................... 1-1.6, 2-1.3, 3-5.10, 3-5.44, 3-6.2, 3-7.4, 5-0.1, 7-1.1, 7-1.17, 7-1.19, 7-1.21 encroachment ............................................................................ 2-2.13, 3-5.21, 3-8.3, 9-2.1, 9-2.2 environmental .......................................................... 4-17.2, 4-42.2, 7-1.1, 7-1.17, 7-1.19, 7-1.21 home storage .............................................................................................................................. 1-4.3 list of potential permits ...................................................................................... 7-1.21 thru 7-1.22

Pervious backfill material ............................................................................................................ 4-19.12 Pesticides .................................................................................................. 4-20.1, 4-20.3, 4-20.6, 7-1.24 Piling ........................................................................................................... 3-9.21, 4-49.1, 6-2.6, 6-2.17 Pipe

alternative pipe and pipe arch culverts ................................................................................. 4-62.1 corrugated metal ..................................................................................................................... 4-66.1 corrugated metal, aluminum ................................................................................................. 4-66.1 corrugated metal, steel ........................................................................................................... 4-66.1 joints, culvert and drainage ................................................................................................... 4-61.1 plastic ........................................................................................................... 4-20.15, 4-61.2, 4-64.1 reinforced concrete ...................................................................................................... 3-6.3, 4-65.1 structural metal plate .............................................................................................................. 4-67.1

Plans intent of................................................................................................. 1-1.5, 3-4.1, 5-3.11, 5-3.20 work drawings ................................................................................... 3-5.18, 3-9.27, 4-50.1, 5-0.5

Plant establishment work ........................................................................ 3-5.28, 3-9.24, 4-20.1, 4-20.9 Plant operations ..............................4-20.8, 4-39.7, 4-39.17, 4-39-18, 4-90.6, 4-90.8, 4-92.3, 8-1.13

Index


Plant stakes, highway planting ...................................................................................................... 4-20.7 Plants

erosion control .................................................................................................... 4-20.1 thru 4-21.4 highway planting .............................................. 4-20.1, 4-20.9, 4-20.11, 4-20.16, 4-21.1, 7-1.29 irrigation .................................................................................. 4-20.1, 4-20.6, 4-20.8 thru 4-20.12 watering ......................................................................................................... 4-10.1, 4-20.8, 4-20.9

Plastic lumber structures ................................................................................................................ 4-57.1 Plastic pipe ........................................................................................................ 4-20.14, 4-20.15, 4-64.1 Pollution control

air ...................................................................................................... 4-84.1, 7-1.11, 7-1.27, 7-1.29 noise ......................................................................................................................................... 7-1.11 stormwater ................................................................................ 3-5.10, 7-1.12, 7-1.14 thru 7-1.18 water ..................................................... 3-8.3, 4-17.1, 4-19.2, 4-19.9, 4-20.5, 7-1.11 thru 7-1.19

Portable changeable message signs ......................................................................... 4-12.3, 4-12.8, 4-12.13 delineators ......................................................................... 4-12.1, 4-12.2, 4-12.6, 4-12.17, 6-2.21

Portland cement concrete ......................................................................... 2-2.21, 4-72.3, 4-83.6, 6-3.4 Portland cement concrete pavement ................................................................................ 3-9.19, 4-90.1 Potential claim, notice of ............................................................................ 3-5.35, 5-0.6, 5-3.45, 5-4.1 Potential claim records ............................................................. 3-5.28 thru 3-5.32, 3-5.35 thru 3-5.37,

3-5.40, 5-1.15, 5-3.16, 5-4.1 thru 5-4.5, 5-4.11, 5-4.18, 5-4.20, 5-4.21, 5-4.23, 5-4.24 Precast raised traffic bars ............................................................................................................... 6-2.28 Preconstruction conference with the contractor ......................................................................................

2-2.2, 2-2.10, 2-2.13, 2-2.21, 3-5.22, 3-5.25, 3-5.36, 3-8.1, 5-0.3, 8-2.1, 8-3.4 Preliminary construction claim findings ..... 3-5.31, 5-4.3 thru 5-4.9, 5-4.12, 5-4.15, 5-4.18, 5-4.21 Preliminary tests .................................................................................................................. 5-1.28, 6-1.2 Preparing planting areas.................................................................................................... 4-20.6, 4-20.9 Prepaving conference ...................................................................................................... 4-39.10, 4-92.2 Preservation, property and facility ................................................................................................ 3-5.20 Preservative treatment of lumber, timber and piling ..................................................... 4-57.1, 4-82.2 Prestressing concrete ...................................................................................................................... 4-50.1 Prevailing wage .........................................3-9.8, 8-1.1, 8-1.5, 8-1.12 thru 8-1.17, 8-1.20 thru 8.1.22 Priority tests ............................................................................................................... 5-0.5, 6-1.4, 6-1.13 Production start-up evaluation ...................................................... 4-39.13, 4-39.16, 4-39.20, 4-39.28 Progress

calculating ............................................................................................................................... 3-9.20 of work ................................................................................................... 3-5.3, 3-5.32, 3-8.1, 3-8.7 prosecution ................................................................................................................................. 3-8.1 schedule ..................................................................................................... 3-5.3, 3-8.1, 3-8.5, 5-0.4 withholds ................................................................................................................................ 3-9.23

Progress pay estimate project initiation or update .................................................................................. 3-8.2, 3-8.8, 3-9.18, 5-1.41, 5-1.44, 5-1.64, 5-1.65, 5-1.74

Project records ........................................................................................................ 3-5.18, 3-5.29, 5-1.1 categories, alphabetical list of ............................................................................................... 5-1.39 categories, numbers, and headings ....................................................................................... 5-1.38

Property preservation ........................................................................................................ 3-5.20, 4-17.1

Index


Proposal requirements and conditions ............................................................................................ 3-2.1 Proposed final estimate ........................................................... 3-5.28, 3-9.2, 3-9.27 thru 3-9.34, 5-4.1 Prosecution and progress ..............................................................................................3-8.1 thru 3-8.11 Protests ....................................................................................................................... 3-5.2, 3-5.28, 5-4.1 Pumping plant electrical equipment ............................................................................................. 4-74.1 Pumping plant equipment.............................................................................................................. 4-74.1 Public access to project records .................................................................................................... 5-1.75 Public convenience ................................................................................................................. 3-7.2, 3-8.7 Public interest finding ..................................................... 3-6.3, 4-19.10, 5-3.3, 5-3.20, 5-3.23, 5-3.24 Public relations ............................................................................................................... 1.2, 2-3.2, 5-5.5 Pull boxes ............................................................................. 4-20.13, 4-20.14, 4-20.16, 4-87.5, 6-2.25

Q Quality assurance.................................................................. 1-2.2, 3-5.1, 3-6.5, 4-0.2, 4-21.4, 4-21.6,

4-39.2, 4-39.14, 4-39.15,4-39.34, 4-40.1, 4-83.5, 4-86.3, 4-90.4, 4-92.5, , 6-2.33, 9-2.1, 9-2.2 Quality assurance program ............................................................ 3-6.5, 4-39.34, 6-1.1, 6-2.1, 6-2.11 Quality control ..............................3-5.1, 3-6.5, 4-0.2, 5-0.4, 6-1.9, 6-2.2, 6-2.4, 6-2.12, 9-2.1, 9-2.2 Quality control quality assurance ......................................................................................... 3-6.5, 9-2.2

R Railings (Type K), temporary .............................................. 4-12.2, 4-12.3, 4-12.8, 4-12.10, 4-12.18 Railings and barriers...................................................................................... 4-12.1, 4-83.1 thru 4-83.7 Records, project ........................ 1-1.3, 1-1.4, 3-5.18, 3-5.29, 5-0.6, 5-1, 5-3.31, 5-4.11, 8-1.2, 8-2.2 Reinforced concrete pipe ..................................................................................... 4-65.1, 6-2.13, 6-2.14 Reinforcement ......................................................................................... 4-52.1, 4-53.1, 4-58.2, 4-73.3 Reinforcing fabric ........................................................................................................................... 8-1.15 Relative compaction ...................................... 4-19.15, 4-25.3, 4-26.3, 4-30.2, 4-39.30, 4-87.6, 6-3.5 Relief from maintenance and protection .............. 3-52.3, 3-42.4, 3-5.26 thru 3-5.28, 3-5.43, 4-22.1 Remote control valves .................................................................................................. 4-20.12, 4-20.13 Removal of rejected and unauthorized work........................................ 3-5.19, 3-4.25, 4-39.5, 4-92.5 Removal, bridge ................................................................................................................ 4-60.2, 4-60.3 Rental

dump truck .............................................................................................................................. 3-9.13 equipment ...................................... 3-9.10, 3-9.12, 3-9.25, 5-0.7, 5-1.61, 8-1.11, 8-1.12, 8-1.14

Requests for information (RFI) .......................................... 3-4.4, 3-5.2, 3-5.28, 3-5.29, 3-9.25, 5-4.2 Responsibility for damage ........................................................................ 3-5.25, 3-5.26, 3-5.27, 3-8.3 Retaining walls, concrete ............................................................................................................... 4-51.1 Retentions .............................................................................................................. 5-1.46, 5-1.67, 5-1.68 Retroreflective pavement markers ...................................................................... 4-81.1, 4-81.3, 4-84.3 Right-of-way delays .......................................................................................................... 3-5.22, 5-1.63 Roadside signs ...................................................................................................................... 4-82, 7-1.34 Roadway excavation ......................................... 2-2.13, 4-19.1, 4-19.7, 4-19.9, 4-19.15 thru 4-19.17 Rock slope protection ................................................................................................ 4-72.1 thru 4-72.5 Rock slope protection fabric ............................................................................................ 4-72.3, 4-96.1 Root protectors, highway planting................................................................................................ 4-20.2 Rumble strips ......................................................................... 4-39.33, 4-40.11, 4-84.1, 4-84.3, 4-84.5

Q

R

Index


S Safety

blasting ................................................................................................................ 4-19.2 thru 4-19.4 Code of Safe Practices .......................................................................................................................

2-1.1, 2-1.9, 2-1.10, 2-2.9, 4-12.1, 4-49.1, 4-50.1, 5-0.4, 5-5.3, 7-1.29 excavation ...................................................................................................3-7.1 thru 3-7.3, 4-19.2 falsework ......................................................................................................... 2-2.5, 2-2.10, 4-16.2 funnel .......................................................................................................................................... 3-7.2

Safety and health standards .................................................................... 2-1.1 thru 2.1.10, 3-5.1, 3-7.1 Safety data sheet ............................... 2-1.3, 4-37.24, 4-39.3, 4-39.26, 4-84.1, 4-94.2, 6-2.26, 7-1.24 Sample ......................... 3-5.1, 3-5.18, 3-6.5, 3-6.6, 4-12.2, 4-20.2, 4-21.4, 4-21.5, 6-1.1 thru 6-1.51 Sampling and testing .............................. 3-5.1, 3-6.5, 4-0.1, 4-0.2, 4-21.4, 4-21.5, 6-1.1 thru 6-1.51 Scale sheets ........................................................................................................................................ 3-9.4 Scales .............................................................................................3-9.3 thru 3-9.5, 6-3.2, 6-3.6, 8-1.13 Scales and balances ........................................................................................................................... 6-3.2 Scope of work ...............................................................................3-4.1 thru 3-4.8, 4-73.5, 5-2.2, 5-5.3 Screens and sieves ............................................................................................................................. 6-3.3 Seal coats .........................................3-5.28, 4-12.16, 4-37.1, 4-39-33, 4-81.3, 4-84.3, 4-94.1, 7-1.36 Seed .................................................................................................................................................. 4-21.2 Seed sampling ................................................................................................................................. 4-21.4 Semifinal estimate ................................................................................................ 3-9.27, 3-9.30, 3-9.33 Shop details .......................................................................................................................... 4-56.2, 6-2.3 Shoring.......................................................................................................... 2-1.3, 3-5.18, 3-7.1, 4-19.2 Shortage of materials............................................................................................ 3-8.8, 3-8.10, 4-19.10 Shotcrete ......................................................................................................... 4-52.2, 4-53.1 thru 4-53.3 Shoulder backing ....................................... 4-19.1, 4-19.6, 4-19.14, 4-19.15, 4-19.18, 7-1.19, 7-1.29 Sidehill embankment ..................................................................................................................... 4-19.5 Sidewalks ................................................................ 2-2.20, 2-2.21, 2-2.22, 4-73.1 thru 4-73.5, 5-1.80 Sieve analysis .......................................................................................................................... 6-3.3, 6-3.4 Signs ........................................................................................................................................ 1-4.2, 2-2.2,

2-2.3, 2-2.9, 2-2.9, 2-2.10, 3-7.3, 4-12.2 thru 4-12.13, 4-12.16, 4-19.4, 4-20.10, 5-2.1, 7-3.4 pickup/removal .................................................................................. 3-4.8, 4-12.4, 4-12.8, 4-22.1 placement .......................................................... 2-2.3, 2-2.5, 2-2.8, 3-5.24, 3-8.2, 4-10.1, 4-12.1 portable changeable message signs ....... 2-2.5, 2-2.9, 2-2.13, 4-12.3, 4-12.4, 4-12.10, 4-12.16 sign structures .............................................................................. 3-9.22, 4.56.1 thru 4-56.5, 6-2.6 temporary ........... 2-1.10, 2-2.4 thru 2-2.6, 2-2.8, 2-2.22, 4-12.6, 4-12.9, 4-12.14 thru 4-12.16

Silos, hot mix asphalt ................................................................................................................... 4-39.25 Slides and slipouts ...................................................................................4-19-7, 4-19.8, 4-68.1, 5-3.21 Slope

embankment ......................................4-19.1, 4-19.3, 4-19.6 thru 4-19.9, 4-47.1, 4-60.2, 7-1.19 paving ...................................................................................................................................... 4-72.4 protection ............................................................................................... 4-21.2, 4-72.1 thru 4-72.5 rounding ................................................................................................................... 4-19.9, 4-19.16

Slotted pipe, edge drains ................................................................................................................ 4-68.2 Slurry seal ..................................................................................................... 4-37.1, 4-37.9 thru 4-37.13

S

Index


SMARTS......................................................................................................................................... 7-1.13 Soil, basement ................................................................................................................................. 4-24.1 Solid waste disposal and recycling reporting .............................................................................. 7-1.37 Sound control requirements .......................................................................................................... 7-1.18 Sound walls ................................................................................................................. 4-58.1 thru 5-58.2 Source documents ..........................................3-9.2, 3-9.18, 3.9.19, 5-3.13, 8-1.2, 8-1.4, 8-1.9, 8-2.2 Speed zones ........................................................................................................................................ 2-2.7 Stabilized soils ............................................................................................................ 4-24.1 thru 4-24.4 Stabilizing agents ..................................................................................... 4-21.2, 4-21.4, 4-24.1, 4-94.1 Stakes and marks ............................................................................................................................ 3-5.18 State Contract Act ....................................................................................................... 1-1.5, 1-1.6, 3-6.2 State right of way, contractor’s use ....................................................... 3-5.20, 3-5.21, 4-22.1, 7-1.11 Stop notices ..................................................................................................................................... 3-9.25 Storm Water Multiple Application and Report Tracking System (SMARTS) ....................... 7-1.13 Straw, erosion control .................................................................................................................... 4-21.2 Striping .............................................................................. 2-2.10, 4-42.1, 4-84.1, 4-84, 6-2.33, 6-2.34 Structural metal plate pipe, arches and pipe arches .................................................................... 4-67.1 Structural steel............................................................................... 4-55.1, 4-67.1, 4-78.1, 6-2.3, 6-2.11 Structure backfill .............................................................................................. 4-19.11, 4-19.12, 4-65.3 Structure excavation ...................................................................................................... 4-19.11, 4-19.17 Structure excavation and backfill ................................................................... 4-19.4, 4-19.11, 4-19.17 Structures-related work ..................................................................................................................... 4-0.3 Subbases, aggregate ................................................................................................... 4-25.1 thru 4-25.4 Subcontracting ........................................................................................2-1.1, 2-1.9, 3-5.4 thru 3-5.10,

3-7.1, 3-7.7, 3-9.13, 5-1.76, 8-1.3 thru 8-1.5, 8-1.12 thru 8-1.15, 8-1.18, 8-1.21, 8-3.3 Subgrade enhancement geosynthetic ................................................ 4-19.1, 4-19.6, 4-19.14, 4-19.18 Submittals ........................................................................................................................................ 3-5.18 Subsealing, pavement .................................................................................................................... 4-41.1 Subsistence and travel allowance ......................................................................................... 3-9.9, 8-1.6 Substitution process.................................................................................................. 3-5.5, 8-3.4, 8-3.10 Substitution request-UDBE/DBE/DVBE ........................................................................ 8-3.7, 8-3.10 Subsurface drains........................................................................................... 4-19.8, 4-68.1 thru 4-68.6 Superintendence ................................................................................................................................ 5-0.4 Surcharge, labor .............................................................................. 3-9.8, 3-9.9, 5-1.60, 5-1.61, 5-1.74 Surety .............................................................................................................................................. 3-8.12

work completed ...................................................................................................................... 3-8.14 work not completed ............................................................................................................... 3-8.15

Surface Mining and Reclamation Act of 1975 (SMARA) .................................. 3-6.2, 5-5.5, 7-1.10 Survey monuments......................................................................................................................... 4-78.1 Suspension of work, temporary .................................. 2-1.5, 2-2.2, 3-7.6, 3-8.6, 3-8.7, 3-8.16, 7-1.3

T Tack coat .............................................................................................. 4-39.12, 4-39.26, 4-92.1, 4-94.1 Tapered edge .................................................................................................................... 4-39.10, 4-40.2 Tapered notch wedge ................................................................................................................... 4-39.10 Temporary fence..................................................................................................... 4-16.1, 4-80.1, 7-1.6

T

Index


Temporary pedestrian facilities ............................. 2-2.21 thru 2-2.23, 3-7.3, 4-12.11, 4-16.1, 4-16.2 Temporary railing (Type K) ............................................................................................. 4-12.2, 4-12.8 Temporary suspension of work ...................................................................... 2-1.5, 2-2.2, 3-8.6, 3-8.7 Termination of contract .................................................................................................... 3-8.17, 3-8.26 Termination of control ............................................................................................... 3-8.12 thru 3-8.14 Test borings, log of ................................................................................................................. 3-4.3, 3-4.4 Test/testing ..................................................................................................................................................

1-0.1, 1-1.6, 1-1.7, 3-5.1, 3-5.19, 3-6, 3-9, 4-0, 6-1, 6-2, 6-3.1 thru 6-.36, 7-1.31, 7-1.33 Test cylinders ....................................................................................................................... 4-90.1, 6-3.5 Thermal expansion, coefficient of ................................................................................... 4-40.3, 4-40.7 Thermoplastic traffic stripes and pavement markings ........................................... 4-84.1 thru 4-84.5 Thrie beam barrier .......................................................................................................................... 4-83.2 Time adjustment ........................ 3-5.22, 3-5.33, 3-8.5, 3-8.8, 3-8.17, 3-8.20, 3-9.17, 5-3.10, 5-3.13 Time-related overhead ......................................................................................... 3-9.17, 5-1.44, 5-4.14 Time of completion .......................................................................... 3-4.2, 3-5.23, 5-3.3, 5-3.4, 5-3.10 Title VI and Title VII ................................................................................ 7-1.6, 8-1.4, 8-2.1 thru 8-2.3 Traffic cones ............................................................................. 4-12.1, 4-12.2, 4-12.6, 4-12.7, 4-12.10 Traffic control .......................................................................................... 2-1.3, 2-2.1, 3-8.5, 4-12, 4-81 Traffic control devices, construction area ......... 2-2.1, 2-2.21, 4-12.1, 4-12.6, 4-12.17, 4-81, 4-82.2 Training .............................................. 1-1.5, 1-3.1, 1-3, 1-5.1, 2-1.1, 2-23, 3-5.8, 4-12.5, 7-1, 8-1.17 Training, just-in-time .......................................................................................................... 1-3.3, 4-40.2 Training special provision ................................................................................................................ 8-2.3 Transportation management center ........................................ 2-2.9, 2-2.12, 4-12.4, 4-12.12, 4-12.13 Transportation management plans................................................................................................ 2-2.11 Treated permeable bases ............................................................................... 4-29.1 thru 4-29.3, 4-40.4 Trenches ...................................................................... 3-7.3, 4-19.6, 4-19.8, 4-20.14, 4-20.16, 4-61.2 Truck rental, dump ......................................................................................................................... 3-9.13 Tunnel Safety ..................................................................................................................................... 3-7.2

U Underdrains ................................................................................................................. 4-68.1 thru 4-68.3 Underutilized disadvantaged business enterprise (UDBE) ............................................... 8-3.2, 8-3.7 Unsuitable material, earthwork ........................................................................... 4-19.1, 4-19.7, 5-3.21 Use of materials found on the job site ............................................................................................. 3-4.1 Use of pesticides ................................................................................................... 4-20.3, 4-20.6, 7-1.22 Utility and nonhighway facilities .................................................................................................. 3-5.21 Utility relocation ........................................................................... 3-5.21, 3-5.22, 3-8.3, 4-19.2, 4-86.6

V Value engineering ............................................................................................................................. 3-4.5 Vehicle code ......................................................................................................................... 3-5.24, 3-7.1 Violation hearing ...................................................................... 2-1.6, 3-5.6, 3-5.7, 8-3.7 8-3.8, 8-3.10

V

U

Index


W Wage, prevailing........................................3-9.8, 8-1.1, 8-1.5, 8-1.12 thru 8-1.17, 8-1.20 thru 8.1.22 Water ................................................................. 3-5.27, 4-10.1, 4-18.1, 4-19.5, 4-20.8, 4-20.13, 7-1.4 Water pollution control ................................................. 4-17.1, 4-21.1, 7-1.11, 7-1.12, 7-1.18, 7-1.19 Water pollution control plan .................................................................... 4-19.2, 4-19.9, 5-0.4, 7-1.15 Water stops, concrete structures.................................................................................................... 4-51.4 Water supply ................................................................................................................................... 4-51.4 Waterproofing ................................................................................................................................. 4-54.1 Waterproofing, asphalt membrane ............................................................................................... 4-54.1 Weekly Statement of Working Days ...................................................... 3-5.29, 3-5.34, 3-8.4, 3-8.11 Weep holes

concrete slope protection ....................................................................................................... 4-72.4 concrete structures .................................................................................................................. 4-51.4

Weigh sheets ................................................................................................................................... 4-21.3 Weighmaster certificate ........................................................................................... 3-5.25, 3-9.3, 3-9.4 Weights and measures .................................................................................................... 3-9.2 thru 3.9.5 Weights and measures coordinator................................................................. 3-9.3, 6-1.1, 6-2.6, 6-3.6 Weight limitations ............................................................................................................... 3-5.24, 5-0.5 Welded steel pipe ........................................................................................................................... 4-70.1 Wheelchair ramps

curb ramps, concrete ............................................................................. 4-73.1 thru 4-73.5, 4-87.5 Wire mesh, fences ............................................................................................................. 4-80.1, 4-80.2 Wiring ................................................................................................................ 4-20.13, 4-20.16, 4-86.3 Wood structures .......................................................................................................... 4-57.1 thru 4-57.2 Working drawings ..................................................................................... 3-5.18, 3-9.27, 4-50.1, 5-0.5

Z Zero balance ....................................................................................................................... 3-8.16, 3-9.33 Zero tolerance .................................................................................................................... 3-5.9, 4-39.25

Z

W

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