- Page 1 and 2: FederalLands Highways"Commitment to
- Page 3 and 4: PREFACEThese Standard Specification
- Page 5 and 6: TABLE OF CONTENTSPageDIVISION 100 G
- Page 7 and 8: PageDIVISION 150 PROJECT REQUIREMEN
- Page 9 and 10: PageDIVISION 550 BRIDGE CONSTRUCTIO
- Page 11 and 12: PageSection 703 (continued)703.06 C
- Page 13 and 14: PageSection 710 (continued)710.08 S
- Page 15 and 16: PageSection 718 TRAFFIC SIGNING AND
- Page 17: DIVISION 100General Requirements
- Page 22 and 23: Section 101m ) meter lengthm 2 ) sq
- Page 24 and 25: Section 101Contract ) The written a
- Page 26 and 27: Section 101Measurement ) The proces
- Page 28 and 29: Section 101Station ) (1) A measure
- Page 30 and 31: Section 102. ) BID, AWARD, ANDEXECU
- Page 32 and 33: Section 102102.04 Individual Surety
- Page 34 and 35: Section 103. ) SCOPE OF WORK103.01
- Page 36 and 37: Section 104. ) CONTROL OF WORK104.0
- Page 38 and 39: Section 105. ) CONTROL OF MATERIAL1
- Page 40 and 41: Section 105105.04 Storing and Handl
- Page 42 and 43: Section 106As an alternative to rem
- Page 44 and 45: Section 106The Government's risk is
- Page 46 and 47: Section 106When approved, it is per
- Page 48 and 49: Section 106(2) When all quality cha
- Page 50 and 51: Section 106Table 106-1Estimated Per
- Page 52 and 53: Table 106-2 Pay FactorsPAY FACTOR M
- Page 54 and 55: Section 107.) LEGAL RELATIONSAND RE
- Page 56 and 57: Section 107Conduct the work covered
- Page 58 and 59: Section 107Carry insurance meeting
- Page 60 and 61: Section 107107.11 Protection of For
- Page 62 and 63: Section 108108.03 Determination and
- Page 64 and 65: Section 108108.05 Stop Order. The C
- Page 66 and 67: 50Section 109(b) If any portion of
- Page 68 and 69: 52Section 109When emulsified asphal
- Page 70 and 71:
54Section 109When a weighing device
- Page 72 and 73:
56Section 109(a) Proposal.(1) Gener
- Page 74 and 75:
58Section 109(e) Production rates.
- Page 76 and 77:
60Section 109(3) Retent pending com
- Page 79 and 80:
DIVISION 150Project Requirements63
- Page 81 and 82:
Section 151Payment will be made und
- Page 83 and 84:
Section 152Before surveying or stak
- Page 85 and 86:
Section 152(g) Drainage structures.
- Page 87 and 88:
Section 152152.04 Acceptance. Const
- Page 89 and 90:
Section 153.) CONTRACTOR QUALITY CO
- Page 91 and 92:
Section 153153.03 Testing. Perform
- Page 93 and 94:
Section 154. ) CONTRACTORSAMPLING A
- Page 95 and 96:
Section 155. ) SCHEDULESFOR CONSTRU
- Page 97 and 98:
Section 155(2) Define and relate ac
- Page 99 and 100:
Section 155155.07 Acceptance. Const
- Page 101 and 102:
Section 156Maintain the roadway and
- Page 103 and 104:
Section 156(g) Conduct weekly traff
- Page 105 and 106:
Section 157When erosion control mea
- Page 107 and 108:
Section 157(b) Riprap. Construct ri
- Page 109 and 110:
Section 157Measurement157.15 Measur
- Page 111 and 112:
Section 158.) WATERING FOR DUST CON
- Page 113 and 114:
DIVISION 200Earthwork97
- Page 115 and 116:
Section 201201.05 Grubbing. Grub de
- Page 117 and 118:
Section 202.) ADDITIONALCLEARING AN
- Page 119 and 120:
Section 203.) REMOVAL OF STRUCTURES
- Page 121 and 122:
Section 203Place debris in alternat
- Page 123 and 124:
Section 204(2) Earth. Earth is mate
- Page 125 and 126:
Section 204Obtain borrow source acc
- Page 127 and 128:
Section 204(e) Embankment outside o
- Page 129 and 130:
Section 204If a slide or slipout oc
- Page 131 and 132:
Section 204(f) Material excavated w
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Section 204Payment will be made und
- Page 135 and 136:
Material orProductProperty orCharac
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Section 205(b) Typical plan and sec
- Page 139 and 140:
Section 205Drilling 20 inches below
- Page 141 and 142:
Section 205Payment205.12 The accept
- Page 143 and 144:
Section 207equipment with additiona
- Page 145 and 146:
Section 208.) STRUCTURE EXCAVATION
- Page 147 and 148:
Section 208When no longer required,
- Page 149 and 150:
Section 208Shoring, bracing, and co
- Page 151 and 152:
Material orProductProperty orCharac
- Page 153 and 154:
Section 209209.07 Dewatering. Where
- Page 155 and 156:
Section 209(2) After headwalls are
- Page 157 and 158:
Material orProductProperty orCharac
- Page 159 and 160:
Section 210Payment210.06 The accept
- Page 161 and 162:
Section 211.) ROADWAY OBLITERATIOND
- Page 163 and 164:
Section 212.) LINEAR GRADINGDescrip
- Page 165 and 166:
Section 213.) SUBGRADE STABILIZATIO
- Page 167 and 168:
Section 213(a) Lime and lime/fly as
- Page 169 and 170:
Section 213Payment will be made und
- Page 171 and 172:
DIVISION 250Structural Embankments1
- Page 173 and 174:
Section 251251.06 Mortared Riprap.
- Page 175 and 176:
Table 251-1Sampling and Testing159M
- Page 177 and 178:
Section 252Measurement252.05 Measur
- Page 179 and 180:
Section 253In the same manner, inte
- Page 181 and 182:
Section 254.) CRIB WALLSDescription
- Page 183 and 184:
Section 254Payment254.08 The accept
- Page 185 and 186:
Section 255Make the joint openings
- Page 187 and 188:
Section 255Measure foundation fill
- Page 189 and 190:
Section 256(b) Ground anchor system
- Page 191 and 192:
Section 256(e) Bearing plates. Size
- Page 193 and 194:
Section 256Trim the corrosion prote
- Page 195 and 196:
Section 256Hold the maximum test lo
- Page 197 and 198:
Section 256Payment256.11 The accept
- Page 199 and 200:
Section 257Include all details, dim
- Page 201 and 202:
Section 257Submit 3 sets of the wal
- Page 203 and 204:
Section 258.— REINFORCED CONCRETE
- Page 205:
Section 258The accepted quantities
- Page 208 and 209:
Section 301.) UNTREATED AGGREGATE C
- Page 210 and 211:
Section 301Construction of untreate
- Page 212 and 213:
Section 301Material orProductProper
- Page 214 and 215:
Section 302Table 302-1Range of Aggr
- Page 216 and 217:
Section 302If the time between plac
- Page 218 and 219:
Section 302Payment will be made und
- Page 220 and 221:
Section 303.) ROAD RECONDITIONINGDe
- Page 222 and 223:
Section 303(c) Asphalt surfaces. Cl
- Page 224 and 225:
Section 304.) AGGREGATE STABILIZATI
- Page 226 and 227:
Section 304304.07 Curing. Do not al
- Page 228 and 229:
Section 304Table 304-1Sampling and
- Page 230 and 231:
Section 305305.05 Acceptance. Aggre
- Page 232 and 233:
Section 306.) DUST PALLIATIVEDescri
- Page 234 and 235:
Section 306Payment306.07 The accept
- Page 236 and 237:
Section 307Construct stockpile laye
- Page 238 and 239:
Section 308.) MINOR CRUSHED AGGREGA
- Page 240 and 241:
Section 308Payment308.08 The accept
- Page 242 and 243:
Section 309. — EMULSIFIED ASPHALT
- Page 244 and 245:
Section 309Construction of emulsifi
- Page 247 and 248:
DIVISION 400Asphalt PavementsandSur
- Page 249 and 250:
Section 401Furnish mixes as follows
- Page 251 and 252:
Section 401Table 401-3Superpave Asp
- Page 253 and 254:
Section 401Submit written job-mix f
- Page 255 and 256:
Section 401401.04 Mixing Plant. Use
- Page 257 and 258:
Section 401401.06 Surface Preparati
- Page 259 and 260:
Section 401Construct the control st
- Page 261 and 262:
Section 401Along forms, curbs, head
- Page 263 and 264:
Section 401401.17 Acceptance. Miner
- Page 265 and 266:
Section 401Payment will be made und
- Page 267 and 268:
Section 402.) MINOR HOT ASPHALT CON
- Page 269 and 270:
Table 402-1Sampling and Testing253M
- Page 271 and 272:
Section 403Where it is necessary to
- Page 273 and 274:
Section 403(c) Density. The lower s
- Page 275 and 276:
Material orProductProperty orCharac
- Page 277 and 278:
Section 404404.06 Weather Limitatio
- Page 279 and 280:
Material orProductProperty orCharac
- Page 281 and 282:
Section 405405.05 Construction. Pre
- Page 283 and 284:
Material orProductProperty orCharac
- Page 285 and 286:
Section 406(b) Emulsified asphalt.(
- Page 287 and 288:
Section 406(c) Add the following to
- Page 289 and 290:
Material orProductProperty orCharac
- Page 291 and 292:
Section 407Table 407-1Open-Graded E
- Page 293 and 294:
Section 407Make a minimum of 3 comp
- Page 295 and 296:
Section 407Payment407.14 The accept
- Page 297 and 298:
Section 408.) COLD RECYCLEDASPHALT
- Page 299 and 300:
Section 408The final emulsified asp
- Page 301 and 302:
Material orProductProperty orCharac
- Page 303 and 304:
Section 409(d) Asphalt temperature.
- Page 305 and 306:
Section 409The CO will approve the
- Page 307 and 308:
Table 409-2Approximate Quantities o
- Page 309 and 310:
Section 409409.13 Acceptance. Aspha
- Page 311 and 312:
Section 410.) SLURRY SEALDescriptio
- Page 313 and 314:
Section 410(3) Adjustable to assure
- Page 315 and 316:
Material orProductProperty orCharac
- Page 317 and 318:
Section 411Cure surfaces primed wit
- Page 319 and 320:
Section 412.) ASPHALT TACK COATDesc
- Page 321 and 322:
Section 413.) ASPHALT PAVEMENT MILL
- Page 323 and 324:
Section 414.) ASPHALT PAVEMENTCRACK
- Page 325 and 326:
Section 414Seal the joints with an
- Page 327 and 328:
Section 415.) PAVING GEOTEXTILESDes
- Page 329 and 330:
Section 415Measurement415.08 Measur
- Page 331 and 332:
Section 416(b) Specialty qualificat
- Page 333 and 334:
Section 416Place, spread, and strik
- Page 335 and 336:
Section 416Measurement416.11 Measur
- Page 337 and 338:
Section 417.) MINOR COLD ASPHALT MI
- Page 339 and 340:
DIVISION 500Portland CementConcrete
- Page 341 and 342:
Water/CementRatio(maximum)Table 501
- Page 343 and 344:
Section 501501.05 Preparing Roadbed
- Page 345 and 346:
Section 501(2) Sawed joints. After
- Page 347 and 348:
Section 501501.10 Curing. Immediate
- Page 349 and 350:
Section 501(c) Defective area corre
- Page 351 and 352:
Section 501Place dowels or tie bars
- Page 353 and 354:
Section 501Measurement501.16 Measur
- Page 355 and 356:
Material orProductProperty orCharac
- Page 357 and 358:
Section 502(c) Sandblasting. Furnis
- Page 359 and 360:
Section 502(b) Patch area preparati
- Page 361 and 362:
Section 502502.07 Pavement Jacking.
- Page 363 and 364:
Section 502(c) Cleaning holes. Afte
- Page 365 and 366:
Section 502Seating consists of roll
- Page 367 and 368:
Section 502Measure surface diamond
- Page 369 and 370:
DIVISION 550Bridge Construction353
- Page 371 and 372:
Section 551(2) Open-end diesel hamm
- Page 373 and 374:
Section 551(c) Capblock (hammer cus
- Page 375 and 376:
Section 551(2) Pile drive head. Pro
- Page 377 and 378:
Section 551(b) Dynamic formula. Dri
- Page 379 and 380:
Section 551Correct all piles driven
- Page 381 and 382:
Section 551(c) Concrete pile extens
- Page 383 and 384:
Section 551Perform additional wave
- Page 385 and 386:
Section 551(b) Wood piles. Treat th
- Page 387 and 388:
Section 551Measure preboring by the
- Page 389 and 390:
Section 552Table 552-1Composition o
- Page 391 and 392:
Section 552(j) Water content (inclu
- Page 393 and 394:
Section 552(a) Central-mix plant. D
- Page 395 and 396:
Section 552552.09 Quality Control o
- Page 397 and 398:
Section 552the project curing facil
- Page 399 and 400:
Section 552(c) Evaporation. When pl
- Page 401 and 402:
Section 552Do not place concrete un
- Page 403 and 404:
Section 552Do not drop unconfined c
- Page 405 and 406:
Section 552Place underwater concret
- Page 407 and 408:
Section 552552.14 Finishing Plastic
- Page 409 and 410:
Section 552On bridge decks, discont
- Page 411 and 412:
Section 552Keep surfaces to be rubb
- Page 413 and 414:
Section 552Rub or grind bearing sur
- Page 415 and 416:
Section 552Use paper, cloth, or oth
- Page 417 and 418:
Section 552finished bents piers, or
- Page 419 and 420:
Material orProductProperty orCharac
- Page 421 and 422:
Section 553For on-site casting, sub
- Page 423 and 424:
Section 553Cure precast, prestresse
- Page 425 and 426:
Section 553Within 3 hours before pl
- Page 427 and 428:
Section 553Before placing concrete,
- Page 429 and 430:
Section 553Provide standby flushing
- Page 431 and 432:
Section 553Table 553-1 (continued)P
- Page 433 and 434:
Section 553Concrete for precast, pr
- Page 435 and 436:
Material orProductProperty orCharac
- Page 437 and 438:
Section 554Do not use reinforcing s
- Page 439 and 440:
Section 554Table 554-1Reinforcing S
- Page 441 and 442:
Section 555.) STEEL STRUCTURESDescr
- Page 443 and 444:
Section 555Where specific orientati
- Page 445 and 446:
Section 555For other steels (except
- Page 447 and 448:
Section 555(e) Stiffeners and conne
- Page 449 and 450:
Section 555Table 555-4ANSI Surface
- Page 451 and 452:
Section 555Stress relieve members (
- Page 453 and 454:
Section 555When reaming or drilling
- Page 455 and 456:
Section 555Use methods and details
- Page 457 and 458:
Section 555555.17 Connections Using
- Page 459 and 460:
Bolt LengthMeasured fromUnderside o
- Page 461 and 462:
Section 555(b) Use hardened washers
- Page 463 and 464:
Section 555Perform the calibration
- Page 465 and 466:
Section 555Individually place 3 bol
- Page 467 and 468:
Section 555Install more cylindrical
- Page 469 and 470:
Section 556.) BRIDGE RAILINGDescrip
- Page 471 and 472:
Section 556(d) Welding. Weld accord
- Page 473 and 474:
Section 557.) TIMBER STRUCTURESDesc
- Page 475 and 476:
Section 557557.08 Countersinking. C
- Page 477 and 478:
Section 557557.15 Transversely Nail
- Page 479 and 480:
Section 558.) DAMPPROOFINGDescripti
- Page 481 and 482:
Section 559.) WATERPROOFINGDescript
- Page 483 and 484:
Section 559Completely cover the mem
- Page 485 and 486:
Section 560.) WATER STOPSDescriptio
- Page 487 and 488:
Section 561.) STRUCTURAL CONCRETE B
- Page 489 and 490:
Section 561561.05 Coring. Take one
- Page 491 and 492:
Table 561-1Sampling and Testing475M
- Page 493 and 494:
Section 562(e) Provide design calcu
- Page 495 and 496:
Table 562-1Design Wind Pressure - H
- Page 497 and 498:
Section 562(1) Reductions in allowa
- Page 499 and 500:
Section 562When a pile-type foundat
- Page 501 and 502:
Section 562562.08 Falsework for Ste
- Page 503 and 504:
Section 562Do not use form ties con
- Page 505 and 506:
Section 562(c) Metal forms. The spe
- Page 507 and 508:
Section 562562.12 Acceptance. Forms
- Page 509 and 510:
Section 563(a) Manufacturer's mater
- Page 511 and 512:
Section 563Cure each coat of paint
- Page 513 and 514:
Section 563COATPrimerIntermediateTo
- Page 515 and 516:
Section 563SubstrateTable 563-3Coat
- Page 517 and 518:
Section 563Payment563.13 The accept
- Page 519 and 520:
Section 564Package bearings so they
- Page 521 and 522:
Section 564564.06 Masonry, Sole, an
- Page 523 and 524:
Section 564Bearing device installat
- Page 525 and 526:
Section 565(f) Details of reinforce
- Page 527 and 528:
Section 565(a) Less than 12 inches
- Page 529 and 530:
Section 565Furnish reports of all t
- Page 531 and 532:
Section 565During concrete placemen
- Page 533 and 534:
Section 565Place the concrete in a
- Page 535 and 536:
DIVISION 600Incidental Construction
- Page 537 and 538:
Section 601TABLE 601-1Composition o
- Page 539 and 540:
Section 601Payment will be made und
- Page 541 and 542:
Section 602Construction Requirement
- Page 543 and 544:
Section 602Payment602.10 The accept
- Page 545 and 546:
Section 603Torque steel bolts and a
- Page 547 and 548:
Section 604.) MANHOLES, INLETS,AND
- Page 549 and 550:
Section 604When catch basins and in
- Page 551 and 552:
Section 605.) UNDERDRAINS, SHEET DR
- Page 553 and 554:
Section 605Fold the geotextile over
- Page 555 and 556:
Section 605Measurement605.08 Measur
- Page 557 and 558:
Section 606.) CORRUGATED METAL SPIL
- Page 559 and 560:
Section 607.) CLEANING, RECONDITION
- Page 561 and 562:
Section 608.) PAVED WATERWAYSDescri
- Page 563 and 564:
Section 608608.09 Placed Riprap Wat
- Page 565 and 566:
Material orProductProperty orCharac
- Page 567 and 568:
Section 609Make the curb joint 0.75
- Page 569 and 570:
Section 609Measurement609.10 Measur
- Page 571 and 572:
Section 610.) HORIZONTAL DRAINSDesc
- Page 573 and 574:
Section 611.) WATER SYSTEMSDescript
- Page 575 and 576:
Section 611Payment611.09 The accept
- Page 577 and 578:
Section 612Where premolded watertig
- Page 579 and 580:
Section 613.— SIMULATED STONEMASO
- Page 581 and 582:
Section 613Remove efflorescence wit
- Page 583 and 584:
Section 614.) LEAN CONCRETE BACKFIL
- Page 585 and 586:
Section 615.) SIDEWALKS, DRIVE PADS
- Page 587 and 588:
Section 615615.07 Acceptance. Clay
- Page 589 and 590:
Section 616.) SLOPE PAVINGDescripti
- Page 591 and 592:
Section 616Slope paving constructio
- Page 593 and 594:
Section 617.) GUARDRAILDescription6
- Page 595 and 596:
Section 617Stamp the post length on
- Page 597 and 598:
Section 617Measure terminal section
- Page 599 and 600:
Section 618(b) Slip-formed. Do not
- Page 601 and 602:
Section 618Construction of concrete
- Page 603 and 604:
Section 619At bridges, cattle under
- Page 605 and 606:
Section 619Provide a concrete footi
- Page 607 and 608:
Section 619Splicing of barbed wire
- Page 609 and 610:
Section 619Where an electric line r
- Page 611 and 612:
Section 619Payment619.11 The accept
- Page 613 and 614:
Section 620Perform excavation and b
- Page 615 and 616:
Section 620(c) Coping. Construct co
- Page 617 and 618:
Section 620For filled spandrel arch
- Page 619 and 620:
Table 620-2Sampling and Testing603M
- Page 621 and 622:
Section 621Measurement621.05 Measur
- Page 623 and 624:
Section 622Payment622.05 The accept
- Page 625 and 626:
Section 624.) TOPSOILDescription624
- Page 627 and 628:
Section 625.) TURF ESTABLISHMENTDes
- Page 629 and 630:
Section 625Mulch by hand areas inac
- Page 631 and 632:
Section 626.) PLANTS, TREES, SHRUBS
- Page 633 and 634:
Section 626Loosen soil at the sidew
- Page 635 and 636:
Section 626626.15 Measure plants by
- Page 637 and 638:
Section 627627.06 Placing Sod. Plac
- Page 639 and 640:
Section 628.) SPRIGGINGDescription6
- Page 641 and 642:
Section 628Payment628.10 The accept
- Page 643 and 644:
Section 629For swale or ditch insta
- Page 645 and 646:
Section 629Sections 630, 631, and 6
- Page 647 and 648:
Section 633633.04 Supports. Sign lo
- Page 649 and 650:
Section 633Measure object markers a
- Page 651 and 652:
Section 634Construction Requirement
- Page 653 and 654:
Section 634Type E. Use two bead dis
- Page 655 and 656:
Section 634Measurement634.13 Measur
- Page 657 and 658:
Section 635(e) Immediately replace
- Page 659 and 660:
Section 635(b) Traffic paint. Do no
- Page 661 and 662:
Section 635(e) After installing all
- Page 663 and 664:
Section 635Furnish signal heads wit
- Page 665 and 666:
Section 635When temporary pavement
- Page 667 and 668:
Section 635Payment will be made und
- Page 669 and 670:
Section 636Remove structures and ob
- Page 671 and 672:
Section 636After energizing the sys
- Page 673 and 674:
SECTION 637. ) FACILITIES AND SERVI
- Page 675 and 676:
Table 637-2Minimum Facility Furnish
- Page 677 and 678:
DIVISION 700Material661
- Page 679 and 680:
Section 702.) ASPHALT MATERIAL702.0
- Page 681 and 682:
Section 702(c) Waterproofing fabric
- Page 683 and 684:
Section 703.) AGGREGATE703.01 Fine
- Page 685 and 686:
669Table 703 - 2Target Value Ranges
- Page 687 and 688:
Section 703703.07 Hot Asphalt Concr
- Page 689 and 690:
Section 703703.09 Emulsified Asphal
- Page 691 and 692:
Section 703Table 703-6Target Value
- Page 693 and 694:
Section 703703.11 Slurry Seal Aggre
- Page 695 and 696:
Section 703703.16 Aggregate for Lea
- Page 697 and 698:
Section 703Table 703-14Superpave Gr
- Page 699 and 700:
Section 703Table 703-16Superpave Gr
- Page 701 and 702:
Section 704704.05 Topping. Furnish
- Page 703 and 704:
Section 704(3) Sodium sulfate sound
- Page 705 and 706:
Section 705.- ROCK705.01 Gabion and
- Page 707 and 708:
Section 705705.03 Rock for Masonry
- Page 709 and 710:
Section 705(2) Medium pointed (M.P.
- Page 711 and 712:
Section 705Saw, point, or smooth qu
- Page 713 and 714:
Section 706(c) Profile wall (ribbed
- Page 715 and 716:
Section 707707.06 Aluminum-Alloy St
- Page 717 and 718:
Section 708.) PAINT708.01 General.
- Page 719 and 720:
Section 709.) REINFORCING STEEL AND
- Page 721 and 722:
709.03 Prestressing Steel. Fabricat
- Page 723 and 724:
Section 710710.06 Metal Beam Rail.(
- Page 725 and 726:
Section 711.) CONCRETE CURING MATER
- Page 727 and 728:
Section 712(3) Performed cork expan
- Page 729 and 730:
Section 712Table 712-2Backer Rod Si
- Page 731 and 732:
(e) Resistance to alkali (3) , ASTM
- Page 733 and 734:
Section 713Granulated slag or other
- Page 735 and 736:
Section 713(f) Mature compost. Furn
- Page 737 and 738:
Section 713Table 713-2Straw Erosion
- Page 739 and 740:
MaterialCoconut (1) 100%Table 713-4
- Page 741 and 742:
Section 713Table 713-7Synthetic Pol
- Page 743 and 744:
Section 713(e) Twine. Furnish 2-ply
- Page 745 and 746:
Section 713(c) Geotextile. Conform
- Page 747 and 748:
Section 714In addition, when geotex
- Page 749 and 750:
Table 714-2Physical Requirements Fo
- Page 751 and 752:
Table 714-5Physical Requirements Fo
- Page 753 and 754:
Section 714(b) Geocomposite sheet d
- Page 755 and 756:
Section 715Construct precast concre
- Page 757 and 758:
Section 715For copper-bearing struc
- Page 759 and 760:
Section 717.) STRUCTURAL METAL717.0
- Page 761 and 762:
Section 717717.08 Sheet Lead. Furni
- Page 763 and 764:
Section 717717.13 Aluminum Alloy fo
- Page 765 and 766:
RAILINGCOMPONENTASTM Specification
- Page 767 and 768:
Section 718718.02 Test Procedures.
- Page 769 and 770:
Section 718ASTM D 3841(10) Squarene
- Page 771 and 772:
Section 718Use opaque or transparen
- Page 773 and 774:
Section 718(e) Dry opacity. FTMS 14
- Page 775 and 776:
Section 718(j) Storage. When stored
- Page 777 and 778:
Section 718Table 718-3Minimum Coeff
- Page 779 and 780:
Section 720.) STRUCTURAL WALL ANDST
- Page 781 and 782:
Section 720(i) Reinforcing strips.
- Page 783 and 784:
(g) Brittleness temperature, ASTM D
- Page 785 and 786:
Section 721.) ELECTRICAL AND ILLUMI
- Page 787 and 788:
Section 721(k) Control cabinet. Fur
- Page 789 and 790:
Section 721(4) Elongation in 2 inch
- Page 791 and 792:
Section 722.) ANCHOR MATERIAL722.01
- Page 793 and 794:
Section 722(e) Grout. Furnish a pum
- Page 795 and 796:
Section 725725.05 Mineral Filler. C
- Page 797 and 798:
Section 725725.15 Polyvinyl Chlorid
- Page 799 and 800:
Section 725725.24 Color Coating. Fu
- Page 801 and 802:
) A )Abbreviations ................
- Page 803 and 804:
Asphalt (continued)pavement milling
- Page 805 and 806:
Centralizers ......................
- Page 807 and 808:
Corrosion resistant steel rail.....
- Page 809 and 810:
Equipment .........................
- Page 811 and 812:
Galvanized steel rail..............
- Page 813 and 814:
Jointmaterial .....................
- Page 815 and 816:
Mobilization ......................
- Page 817 and 818:
Paymentbond .......................
- Page 819 and 820:
Postdelineator ....................
- Page 821 and 822:
Rental equipment ..................
- Page 823 and 824:
Signal system .....................
- Page 825 and 826:
Structure excavation and backfill .
- Page 827 and 828:
Unit mass .........................