FP-96 English Version - Eastern Federal Lands Highway Division

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Section 551551.04 Pile Lengths. Furnish piles with sufficient length to obtain the requiredpenetration and to extend into the pile cap or footing as indicated on theplans. In addition, increase the length to provide fresh heading and to providefor the Contractor's method of operation. When test piles are required, furnishpiles in the lengths determined by the test piles.551.05 Test Piles. Install test piles when specified in the contract. Excavatethe ground at the site of each test pile or production pile to the elevation of thebottom of the footing before the pile is driven. Furnish test piles longer thanthe estimated length of production piles. Drive test piles with the same equipmentas the production piles.Drive test piles to the required ultimate capacity at the estimated tip elevation.Allow test piles that do not attain the required ultimate capacity at the estimatedtip elevation to "set up" for 24 hours before re-driving. Warm the hammerbefore re-driving begins by applying at least 20 blows to another pile. Ifthe required ultimate capacity is not attained on re-driving, drive a portion orall of the remaining test pile length and repeat the "set up" and re-drive procedureas directed. Splice and continue driving until the required ultimate pilecapacity is obtained.Test piles to be used in the completed structure shall conform to the requirementsfor production piles. Remove test piles not incorporated in the completedstructure to at least 2 feet below finished grade.551.06 Driven Pile Capacity. Drive piles to the specified penetration and tothe depth necessary to obtain the required ultimate pile capacity. Splice pilesnot obtaining the required ultimate capacity at the ordered length and drivewith an impact hammer until the required ultimate pile capacity is achieved.Use the dynamic formula to determine ultimate pile capacity of the inplace pileunless the wave equation is required according to Subsection 551.03(b).(a) Wave equation. Adequate penetration will be considered to be obtainedwhen the specified wave equation resistance criteria is achieved within 5 feetof the designated tip elevation. Drive piles that do not achieve the specifiedresistance within these limits to a penetration determined by the CO.360
Section 551(b) Dynamic formula. Drive the piles to a penetration necessary to obtainthe ultimate pile capacity according to the following formula:Where:RU = 1.6 eE log 10 (10N) - 100RU = Ultimate pile capacity in kipsE = Manufacturer's rated hammer energy in foot/pounds at theram stroke observed or measured in the fieldlog(10N) = logarithm to the base 10 of the quantity 10 multiplied byNe = Hammer efficiency factorUse: 0.72 for all diesels0.67 for conventional single acting ECH (externalcombustion hammers), including rope drivenhammers0.50 for conventional double acting ECH0.95 for free fall rams or hammers with internallymeasured impact velocitiesN = Number of hammer blows per inch at final penetration(1) Jetted piles. Determine the inplace ultimate capacity of jetted pilesbased on impact hammer blow counts (dynamic formula) after the jetpipes have been removed. After the pile penetration length necessary toproduce the required ultimate pile capacity has been determined by impacthammer blow count, install the remaining piles in each group or ineach substructure unit to similar depths with similar methods. Confirmthe required ultimate pile capacity has been achieved by using the dynamicformula.(2) Conditions for dynamic formula. The dynamic formula is applicableonly if all of the following apply:(a) The hammer is in good condition and operating in a satisfactorymanner.(b) The hammer ram falls freely.(c) A follower is not used.(d) The head of the pile is not broomed or crushed.361
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FederalLands Highways"Commitment to
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PREFACEThese Standard Specification
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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
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DIVISION 100General Requirements
Page 20:
Section 101101.03 Abbreviations. Wh
Page 23 and 24:
Section 101101.04 Definitions. FAR
Page 25 and 26:
Section 101Density ) Mass per unit
Page 27 and 28:
Section 101Roadside ) All area with
Page 29 and 30:
Section 101Supplemental Specificati
Page 31 and 32:
Section 102Insert a unit bid price,
Page 33 and 34:
Section 102The requirements contain
Page 35 and 36:
Section 103Acceptance of this partn
Page 37 and 38:
Section 104(b) Specific requirement
Page 39 and 40:
Section 105(b) Government-listed so
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Section 106.) ACCEPTANCE OF WORK106
Page 43 and 44:
Section 106(2) Test results on mate
Page 45 and 46:
Section 106If the sampling frequenc
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(3) Calculate the upper quality ind
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Section 106When public traffic is a
Page 51 and 52:
Section 106Table 106-1 (continued)E
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Table 106-2 Pay Factors (continued)
Page 55 and 56:
Section 107Before beginning work in
Page 57 and 58:
Section 107Flaggers are also furnis
Page 59 and 60:
Section 107Admit any OSHA inspector
Page 61 and 62:
Section 108.) PROSECUTION AND PROGR
Page 63 and 64:
Section 108Liquidated damages will
Page 65 and 66:
Section 109.) MEASUREMENT AND PAYME
Page 67 and 68:
51Section 109When asphalt material
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53Section 109Attach an automatic pr
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55Section 109(2) The Measurement Su
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57Section 109(1) Direct costs.(a) M
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59Section 109The closing date for p
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61Section 109If unresolved claims e
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Section 151.) MOBILIZATIONDescripti
Page 82 and 83:
Section 152.) CONSTRUCTIONSURVEY AN
Page 84 and 85:
Section 152(c) Slope stakes and ref
Page 86 and 87:
Section 152(m) Intermediate surveyi
Page 88 and 89:
Section 152Payment152.06 The accept
Page 90 and 91:
Section 153(d) Provide training as
Page 92 and 93:
Section 153153.05 Acceptance. The C
Page 94 and 95:
Section 154Measurement154.06 Measur
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Section 155Show completion of the w
Page 98 and 99:
Section 155(d) Describe planned pro
Page 100 and 101:
Section 156.) PUBLIC TRAFFICDescrip
Page 102 and 103:
Section 156(h) Provide two-way radi
Page 104 and 105:
Section 157.) SOIL EROSION CONTROLD
Page 106 and 107:
Section 157157.05 Filter Barriers.
Page 108 and 109:
Section 157157.12 Inspection and Re
Page 110 and 111:
Section 157Progress payments for er
Page 112 and 113:
Page 114 and 115:
Section 201.) CLEARING AND GRUBBING
Page 116 and 117:
Page 118 and 119:
Section 202202.06 Special Clearing
Page 120 and 121:
Section 203Where part of an existin
Page 122 and 123:
Section 204.) EXCAVATION AND EMBANK
Page 124 and 125:
Section 204204.06 Roadway Excavatio
Page 126 and 127:
Section 204During all stages of con
Page 128 and 129:
Section 204Operate compression-type
Page 130 and 131:
Section 204Clearing will be evaluat
Page 132 and 133:
Section 204(2) Do not include the f
Page 134 and 135:
Table 204-1Sampling and TestingSect
Page 136 and 137:
Section 205.) ROCK BLASTINGDescript
Page 138 and 139:
Section 205When a test blast is det
Page 140 and 141:
Section 205Halt blasting operations
Page 142 and 143:
Section 207.) EARTHWORK GEOTEXTILES
Page 144 and 145:
Section 207the contract price per u
Page 146 and 147:
Section 208Remove safety features w
Page 148 and 149:
Section 208(d) Unstable material be
Page 150 and 151:
Page 152 and 153:
Section 209.) STRUCTURE EXCAVATIONA
Page 154 and 155:
Section 209209.10 Backfill. Backfil
Page 156 and 157:
Section 209Measurement and Payment2
Page 158 and 159:
Section 210.) PERMEABLE BACKFILLDes
Page 160 and 161:
Section 210Table 210-1Sampling and
Page 162 and 163:
Page 164 and 165:
Section 212212.05 Acceptance. Linea
Page 166 and 167:
Section 213Include the following wi
Page 168 and 169:
Section 213If the subgrade loses st
Page 170 and 171:
Section 213Material orProductProper
Page 172 and 173:
Section 251.) RIPRAPDescription251.
Page 174 and 175:
Section 251Payment will be made und
Page 176 and 177:
Section 252.) SPECIAL ROCK EMBANKME
Page 178 and 179:
Section 253.) GABIONS AND REVET MAT
Page 180 and 181:
Section 253Survey work will be eval
Page 182 and 183:
Section 254(c) Timber crib wall. Co
Page 184 and 185:
Section 255.) MECHANICALLYSTABILIZE
Page 186 and 187:
Section 255Do not damage or disturb
Page 188 and 189:
Section 256.) PERMANENT GROUND ANCH
Page 190 and 191:
Section 256Locate the upper central
Page 192 and 193:
Section 256Insert the tendon in the
Page 194 and 195:
Section 256(3) A calibrated referen
Page 196 and 197:
Section 256Plot the ground anchor m
Page 198 and 199:
Section 257.) ALTERNATE RETAINING W
Page 200 and 201:
Section 257(b) Dimensions and sched
Page 202 and 203:
Page 204 and 205:
Section 258258.06 Backfilling. Back
Page 207 and 208:
DIVISION 300Aggregate Courses191
Page 209 and 210:
Section 301301.05 Compacting. Deter
Page 211 and 212:
Material orProductProperty orCharac
Page 213 and 214:
Section 302.) TREATED AGGREGATE COU
Page 215 and 216:
Section 302302.04 General. Store ch
Page 217 and 218:
Section 302Aggregate gradation will
Page 219 and 220:
Page 221 and 222:
Section 303303.05 Aggregate Surface
Page 223 and 224:
Page 225 and 226:
Section 304(b) Slurry method. Mix a
Page 227 and 228:
Section 304Measure lime, cement, an
Page 229 and 230:
Section 305.) AGGREGATE-TOPSOIL COU
Page 231 and 232:
Page 233 and 234:
Section 306(b) Lignin sulfonate, ca
Page 235 and 236:
Section 307. ) STOCKPILED AGGREGATE
Page 237 and 238:
Page 239 and 240:
Section 308308.05 Compacting and Fi
Page 241 and 242:
Table 308-1Sampling and TestingMate
Page 243 and 244:
Section 309Add the aggregate and wa
Page 245:
Page 248 and 249:
Section 401.) HOT ASPHALT CONCRETE
Page 250 and 251:
Section 401Table 401-2Voids in Mine
Page 252 and 253:
Section 401236DesignESAL'smillionsT
Page 254 and 255:
Section 401(c) Antistrip additives.
Page 256 and 257:
Section 401(c) Batch and continuous
Page 258 and 259:
Section 401401.09 Aggregate Prepara
Page 260 and 261:
Section 401Place asphalt concrete m
Page 262 and 263:
Section 401A profile index will be
Page 264 and 265:
Page 266 and 267:
Page 268 and 269:
Section 402(b) Non-roadway paving.
Page 270 and 271:
Section 403.) HOT RECYCLED ASPHALTC
Page 272 and 273:
Section 403Asphalt cement will be e
Page 274 and 275:
Section 403When the bid schedule co
Page 276 and 277:
Section 404.) OPEN-GRADED ASPHALTFR
Page 278 and 279:
Section 404Asphalt content and aggr
Page 280 and 281:
Section 405.) HOT ASPHALT TREATED B
Page 282 and 283:
Page 284 and 285:
Section 406.) DENSE-GRADEDEMULSIFIE
Page 286 and 287:
Section 406406.04 Mixing Plant. Use
Page 288 and 289:
Section 406(b) Aggregate gradation.
Page 290 and 291:
Section 407.) OPEN-GRADEDEMULSIFIED
Page 292 and 293:
Section 407407.08 Hauling, Spreadin
Page 294 and 295:
Section 407407.11 Surface Treatment
Page 296 and 297:
Page 298 and 299:
Section 408(b) Emulsified asphalt.(
Page 300 and 301:
Page 302 and 303:
Section 409.) ASPHALT SURFACE TREAT
Page 304 and 305:
Section 409409.07 Production Start-
Page 306 and 307:
Section 409Table 409-1Approximate Q
Page 308 and 309:
Section 409Aggregate Grading (1)(2)
Page 310 and 311:
Page 312 and 313:
Section 410(c) Aggregate samples. 1
Page 314 and 315:
Section 410Aggregate for slurry sea
Page 316 and 317:
Section 411.) ASPHALT PRIME COATDes
Page 318 and 319:
Section 411Payment will made under:
Page 320 and 321:
Section 412412.07 Acceptance. Emuls
Page 322 and 323:
Section 413Mill the surface to a sm
Page 324 and 325:
Section 414(e) Heating kettle. An i
Page 326 and 327: Section 414414.07 Acceptance. Mater
Page 328 and 329: Section 415Where asphalt cement is
Page 330 and 331: Section 416.) CONTINUOUS COLD RECYC
Page 332 and 333: Section 416be capable of supplying
Page 334 and 335: Section 416(c) Final compaction. Co
Page 336 and 337: Section 416Table 416-1Sampling and
Page 338 and 339: Section 417417.07 Acceptance. Minor
Page 340 and 341: Section 501.) PORTLAND CEMENTCONCRE
Page 342 and 343: Section 501(2) Side form constructi
Page 344 and 345: Section 501501.08 Joints. Do not va
Page 346 and 347: Section 501Concrete edges adjacent
Page 348 and 349: Section 501Clean each joint of all
Page 350 and 351: Section 501Remove the concrete by e
Page 354 and 355: Section 501In addition, a separate
Page 356 and 357: Section 502.) PORTLAND CEMENTCONCRE
Page 358 and 359: Section 502(i) Slab stabilization t
Page 360 and 361: Section 502502.06 Joint and Crack R
Page 362 and 363: Section 502502.08 Undersealing and
Page 364 and 365: Section 502Produce a surface textur
Page 368 and 369: Table 502-1Sampling and TestingSect
Page 370 and 371: Section 551.) DRIVEN PILESDescripti
Page 372 and 373: Section 551hammers by power consump
Page 374 and 375: Section 551(3) Minimum hammer energ
Page 378 and 379: Section 551551.07 Preboring. Prebor
Page 380 and 381: Section 551(d) Concrete-filled pipe
Page 382 and 383: Section 551Furnish a shelter to pro
Page 384 and 385: Section 551` For piles greater than
Page 386 and 387: Section 551Securely tie concrete sp
Page 388 and 389: Section 552.) STRUCTURAL CONCRETEDe
Page 390 and 391: Section 552(c) Mix design designati
Page 392 and 393: Section 552(v) Compressive strength
Page 394 and 395: Section 552(a) Truck mixer/agitator
Page 396 and 397: Section 552(b) Delivery and samplin
Page 398 and 399: Section 552During cold weather, pro
Page 400 and 401: Section 552Figure 552-1Evaporation
Page 402 and 403: Section 552(3) Superstructures. Do
Page 404 and 405: Section 552Consolidate all concrete
Page 406 and 407: Section 552552.13 Expansion and Con
Page 408 and 409: Section 552After placing the concre
Page 410 and 411: Section 552After curing according t
Page 412 and 413: Section 552Mix membrane curing solu
Page 414 and 415: Section 552After other work which c
Page 416 and 417: Section 552Sustained Load Test Valu
Page 418 and 419: Section 552Construction (including
Page 420 and 421: Section 553.) PRESTRESSED CONCRETED
Page 422 and 423: Section 553Cure the girder in a sat
Page 424 and 425: Section 553For pretensioned members
Page 426 and 427:
Section 553(a) Ducts. Use rigid, mo
Page 428 and 429:
Section 553(e) Post-tensioning. Wai
Page 430 and 431:
Section 553Table 553-1Prestressed C
Page 432 and 433:
Section 553Table 553-1 (continued)P
Page 434 and 435:
Page 436 and 437:
Section 554.) REINFORCING STEELDesc
Page 438 and 439:
Section 554Coat chairs, tie wires,
Page 440 and 441:
Page 442 and 443:
Section 555555.05 Inspection. Struc
Page 444 and 445:
Section 555If required, furnish tra
Page 446 and 447:
Section 555(b) Plates.(1) Direction
Page 448 and 449:
Section 555(2) Hot bending. If a ra
Page 450 and 451:
Section 555Table 555-5Heat Straight
Page 452 and 453:
Section 555(d) Accuracy of hole gro
Page 454 and 455:
Section 555555.12 Eyebars. Pin hole
Page 456 and 457:
Section 555Receive approval of each
Page 458 and 459:
Section 555Bolt Sizeinches0.500.630
Page 460 and 461:
Section 555(b) During this test, th
Page 462 and 463:
Section 555(3) Turn-of-nut tighteni
Page 464 and 465:
Section 555When bolts are installed
Page 466 and 467:
Section 555(b) Bearings and anchora
Page 468 and 469:
Page 470 and 471:
Section 556556.05 Steel Railing. Co
Page 472 and 473:
Section 556Construction of bridge r
Page 474 and 475:
Section 557557.04 Treated Timber. F
Page 476 and 477:
Section 557Where the space between
Page 478 and 479:
Section 557Construction of timber s
Page 480 and 481:
Page 482 and 483:
Section 559Lay fabric so that drain
Page 484 and 485:
Page 486 and 487:
Section 560560.05 Plastic Water Sto
Page 488 and 489:
Section 561Use positive inline disp
Page 490 and 491:
Page 492 and 493:
Section 562.) FORMS AND FALSEWORKDe
Page 494 and 495:
Section 562Assume the density of co
Page 496 and 497:
Section 562562.04 Design Stresses,
Page 498 and 499:
Section 562Deflection due to the ma
Page 500 and 501:
Section 562Use falsework columns th
Page 502 and 503:
Section 562Do not apply dead loads,
Page 504 and 505:
Section 562Coat forms to be removed
Page 506 and 507:
Section 562Table 562-3Minimum Form/
Page 508 and 509:
Section 563.) PAINTINGDescription56
Page 510 and 511:
Section 563(d) Determine that the s
Page 512 and 513:
Table 563-1Structural Iron and Stee
Page 514 and 515:
Section 563Blast clean with clean d
Page 516 and 517:
Section 563Apply the coating system
Page 518 and 519:
Section 564.) BEARING DEVICESDescri
Page 520 and 521:
Section 564Fabricate elastomeric be
Page 522 and 523:
Section 564Table 564-1Coefficient o
Page 524 and 525:
Section 565.) DRILLED SHAFTSDescrip
Page 526 and 527:
Section 565565.05 Drilled Shafts.(a
Page 528 and 529:
Section 565At the time of concrete
Page 530 and 531:
Section 565All subsurface casings a
Page 532 and 533:
Section 565Drop chutes may be used
Page 534 and 535:
Section 565Measure trial drilled sh
Page 536 and 537:
Section 601.) MINOR CONCRETE STRUCT
Page 538 and 539:
Section 601Place concrete to avoid
Page 540 and 541:
Section 602.) CULVERTS AND DRAINSDe
Page 542 and 543:
Section 602602.05 Laying Metal Pipe
Page 544 and 545:
Section 603.) STRUCTURAL PLATE STRU
Page 546 and 547:
Page 548 and 549:
Section 604Assemble precast concret
Page 550 and 551:
Section 604Measure metal frames and
Page 552 and 553:
Section 605Do not permit soil or ot
Page 554 and 555:
Section 605Connect the drainage cor
Page 556 and 557:
Page 558 and 559:
Page 560 and 561:
Page 562 and 563:
Section 608Ram each stone until it
Page 564 and 565:
Page 566 and 567:
Section 609.) CURB AND GUTTERDescri
Page 568 and 569:
Section 609609.06 Asphalt Concrete
Page 570 and 571:
Page 572 and 573:
Section 610Use unslotted pipe for t
Page 574 and 575:
Section 611Brace major fixtures or
Page 576 and 577:
Section 612.) SANITARY SEWER SYSTEM
Page 578 and 579:
Page 580 and 581:
Section 613Form expansion joints at
Page 582 and 583:
Section 613613.11 Acceptance. Mater
Page 584 and 585:
Section 614614.05 Mixing and Placin
Page 586 and 587:
Section 615(1) Expansion joints. Co
Page 588 and 589:
Page 590 and 591:
Section 616Perform concrete work ac
Page 592 and 593:
Page 594 and 595:
Section 617Material617.02 Conform t
Page 596 and 597:
Section 617When required by the con
Page 598 and 599:
Section 618Section 618.) CONCRETE B
Page 600 and 601:
Section 618(4) Cast the segments st
Page 602 and 603:
Section 619.) FENCES, GATES, AND CA
Page 604 and 605:
Section 619(3) Tension wire. Attach
Page 606 and 607:
Section 61912 inches or less, ancho
Page 608 and 609:
Section 619Where existing fence int
Page 610 and 611:
Section 619(c) Cattle guard. Fabric
Page 612 and 613:
Section 620.) STONE MASONRYDescript
Page 614 and 615:
Section 620620.05 Pointing. Point o
Page 616 and 617:
Section 620(b) Concrete placed befo
Page 618 and 619:
Page 620 and 621:
Section 621.) MONUMENTS AND MARKERS
Page 622 and 623:
Section 622.) RENTAL EQUIPMENTDescr
Page 624 and 625:
Section 623.) GENERAL LABORDescript
Page 626 and 627:
Section 624Placing topsoil (furnish
Page 628 and 629:
Section 625625.06 Fertilizing. Appl
Page 630 and 631:
Page 632 and 633:
Section 626(a) Open the bundles of
Page 634 and 635:
Section 626626.09 Watering. Constru
Page 636 and 637:
Section 627.) SODDescription627.01
Page 638 and 639:
Page 640 and 641:
Section 628(b) Row sprigging. Open
Page 642 and 643:
Section 629.) EROSION CONTROL MATS,
Page 644 and 645:
Anchor the system with stakes acros
Page 646 and 647:
Section 633.) PERMANENT TRAFFIC CON
Page 648 and 649:
Section 633Repair or replace damage
Page 650 and 651:
Section 634.) PERMANENT PAVEMENT MA
Page 652 and 653:
Section 634Make lines 4 inches wide
Page 654 and 655:
Section 634The minimum bond strengt
Page 656 and 657:
Section 635.) TEMPORARY TRAFFIC CON
Page 658 and 659:
Section 635635.09 Flaggers. Furnish
Page 660 and 661:
Section 635635.14 Vertical Panels.
Page 662 and 663:
Section 635(d) Operates on a contin
Page 664 and 665:
Section 635(a) Measure advance warn
Page 666 and 667:
Section 635(u) Measure replacement
Page 668 and 669:
Section 636.) SIGNAL, LIGHTING,AND
Page 670 and 671:
Section 636Saw clean, smooth, well-
Page 672 and 673:
Section 636Measure relocations by t
Page 674 and 675:
Section 637(c) Residential housing.
Page 676 and 677:
Page 678 and 679:
Section 701.) HYDRAULIC CEMENT701.0
Page 680 and 681:
Section 702Type and GradeofAsphaltC
Page 682 and 683:
Section 702(a) Shipping container.
Page 684 and 685:
Section 703Table 703 - 1Permeable B
Page 686 and 687:
Section 703(c) Surface course aggre
Page 688 and 689:
Section 703Table 703-4Target Value
Page 690 and 691:
Section 703Table 703-5Target Value
Page 692 and 693:
Section 703(f) Adherent coating on
Page 694 and 695:
Section 703703.12 Choker Aggregate.
Page 696 and 697:
Section 703Table 703-11Fine Aggrega
Page 698 and 699:
Section 703Table 703-15Superpave Gr
Page 700 and 701:
Section 704.) SOIL704.01 Foundation
Page 702 and 703:
Section 704Table 704-2Select Toppin
Page 704 and 705:
Section 704704.12 Crib Wall Backfil
Page 706 and 707:
Section 705ClassTable 705-1Gradatio
Page 708 and 709:
Section 705(d) Joint surfaces. For
Page 710 and 711:
Section 705Table 705-3Gradation for
Page 712 and 713:
Section 706.) CONCRETE AND PLASTIC
Page 714 and 715:
Section 707.) METAL PIPE707.01 Duct
Page 716 and 717:
Section 707707.11 Metallic-Coated S
Page 718 and 719:
Section 708(9) Shows no thickening,
Page 720 and 721:
Section 709(f) Dowel bars. Conform
Page 722 and 723:
Section 710.) FENCE AND GUARDRAIL71
Page 724 and 725:
Section 710(c) Steel-backed timber
Page 726 and 727:
Section 712.) JOINT MATERIAL712.01
Page 728 and 729:
Section 712(d) Foam filler. Furnish
Page 730 and 731:
Section 712(c) Compressive strength
Page 732 and 733:
Section 713.) ROADSIDE IMPROVEMENT
Page 734 and 735:
Section 713(c) Wood fiber. Furnish
Page 736 and 737:
Section 713Furnish trees with reaso
Page 738 and 739:
Section 713Table 713-3Straw and Coc
Page 740 and 741:
Section 713(b) Synthetic polypropyl
Page 742 and 743:
Section 713(2) Polypropylene roving
Page 744 and 745:
Section 713713.13 Bales.(a) Straw b
Page 746 and 747:
Section 714.) GEOTEXTILE AND GEOCOM
Page 748 and 749:
732Table 714-1Physical Requirements
Page 750 and 751:
734Table 714-4Physical Requirements
Page 752 and 753:
Section 714Furnish geocomposite dra
Page 754 and 755:
Section 715.) PILING715.01 Untreate
Page 756 and 757:
Section 715715.04 Steel Shells. Fur
Page 758 and 759:
Section 716.) MATERIAL FOR TIMBER S
Page 760 and 761:
Section 717Furnish pins and rollers
Page 762 and 763:
Section 717Table 717-1Filled Tetraf
Page 764 and 765:
RAILINGCOMPONENTASTM Specification
Page 766 and 767:
Section 718.) TRAFFIC SIGNING ANDMA
Page 768 and 769:
Section 718718.06 Plastic Panels.(a
Page 770 and 771:
Section 718(a) Wood posts. Furnish
Page 772 and 773:
Section 718Mount the retroreflector
Page 774 and 775:
Section 718(2) Yellow:(a) Chrome ye
Page 776 and 777:
Section 718Table 718-2Gradation of
Page 778 and 779:
Section 718If approved, variations
Page 780 and 781:
Section 720Concrete face panels hav
Page 782 and 783:
Section 720Fabricate gabion baskets
Page 784 and 785:
Section 720Furnish heavy hexagon he
Page 786 and 787:
Section 721(5) Service-entrance cab
Page 788 and 789:
Section 721(4) A vertical load of 2
Page 790 and 791:
Section 721(2) Sign lighting lumina
Page 792 and 793:
Section 722(b) Couplers. Furnish co
Page 794 and 795:
Section 725.) MISCELLANEOUS MATERIA
Page 796 and 797:
Section 725Do not use precast concr
Page 798 and 799:
Section 725(2) Flow (time of efflux
Page 800 and 801:
INDEX785
Page 802 and 803:
Aggregate spreader.................
Page 804 and 805:
Bidbond ...........................
Page 806 and 807:
Concrete (continued)masonry blocks
Page 808 and 809:
Direct tension indicators..........
Page 810 and 811:
Fertilizer ........................
Page 812 and 813:
Horizontal drains .................
Page 814 and 815:
Lubricant adhesive ................
Page 816 and 817:
) P )Padsdrive ....................
Page 818 and 819:
Pipe culvertsaluminum alloy .......
Page 820 and 821:
Protection of (continued)public lan
Page 822 and 823:
) S )Safetyaccident prevention ....
Page 824 and 825:
Staking tolerances ................
Page 826 and 827:
Timbercrib wall ...................
Page 828:
Wave equation .....................
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