FP-96 English Version - Eastern Federal Lands Highway Division

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Section 106Table 106-1Estimated Percent of Work Outside Specification LimitsEstimated Percent OutsideSpecification Lim-itsUpper Quality Index Q U or Lower Quality Index Q Ln=10(P U and/or P L )n=5 n=6 n=7 n=8 n=9to012345678910111213141516171819202122232425262728293031323334353637383940414243444546474849501.721.641.581.521.471.421.381.331.291.251.211.181.141.101.071.031.000.970.930.900.870.840.810.770.740.710.680.650.620.590.560.530.500.470.450.420.390.360.330.300.280.250.230.180.160.130.100.080.050.030.001.881.751.661.591.521.471.411.361.311.271.231.181.141.101.071.030.990.<strong>96</strong>0.920.890.860.820.790.760.730.700.670.640.610.580.550.520.490.460.430.400.380.350.320.300.250.230.200.180.150.130.100.080.050.030.001.991.821.721.631.561.491.431.381.331.281.231.191.151.101.071.030.990.950.920.880.850.820.790.750.720.690.670.630.600.570.540.510.480.450.430.400.370.340.320.290.250.230.200.180.150.130.100.080.050.030.002.071.881.751.661.581.511.451.391.331.281.241.191.151.101.061.030.990.950.920.880.850.810.780.750.720.690.650.620.590.570.540.510.480.450.420.390.370.340.310.280.250.230.200.180.150.130.100.080.050.030.002.131.911.781.681.601.521.461.401.341.291.241.191.151.101.061.020.990.950.910.880.840.810.780.740.710.680.650.620.590.560.530.500.480.450.420.390.360.340.310.280.250.230.200.180.150.130.100.080.050.030.00Note: If the value of Q U or Q L does not correspond to a value in the table, use the next lower Q value.If Q U or Q L are negative values, P U or P L is equal to 100 minus the table value for P U or P L .n=112.201.<strong>96</strong>1.811.711.621.541.471.411.351.291.241.191.151.101.061.020.980.950.910.870.840.810.770.740.710.680.650.620.590.560.530.500.470.440.420.390.360.330.310.280.250.230.200.180.150.130.100.080.050.030.00n=12ton=142.282.011.841.731.641.551.481.411.351.301.251.201.151.111.061.020.980.940.910.870.840.800.770.740.700.670.640.610.580.550.520.500.470.440.410.380.360.330.300.280.250.230.200.180.150.130.100.080.050.030.0034
Section 106Table 106-1 (continued)Estimated Percent of Work Outside Specification LimitsEstimated Percent OutsideSpecification LimitsUpper Quality Index Q U or Lower Quality Index Q L(P U and/or P L )n=15n=18n=23n=30n=4301234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950ton=172.342.041.871.751.651.561.491.421.361.301.251.201.151.111.061.020.980.940.910.870.830.800.770.730.700.670.640.610.580.550.520.490.470.440.410.380.360.330.300.280.250.230.200.180.150.130.100.080.050.030.00ton=222.392.071.891.761.661.571.501.431.361.301.251.201.151.111.061.020.980.940.900.870.830.800.760.730.700.670.640.610.580.550.520.490.460.440.410.380.350.330.300.280.250.230.200.180.150.130.100.080.050.030.00ton=292.442.091.911.781.671.581.501.431.371.311.251.201.151.111.061.020.980.940.900.870.830.800.760.730.700.670.640.610.580.550.520.490.460.430.410.380.350.330.300.280.250.230.200.180.150.130.100.080.050.030.00ton=422.482.121.931.791.681.591.511.441.371.311.251.201.151.111.061.020.980.940.900.870.830.800.760.730.700.670.640.610.580.550.520.490.460.430.410.380.350.330.300.280.250.230.200.180.150.130.100.080.050.030.00ton=662.512.141.941.801.691.591.511.441.371.311.261.201.151.111.061.020.980.940.900.870.830.800.760.730.700.670.640.610.580.550.520.490.460.430.410.380.350.330.300.280.250.230.200.180.150.130.100.080.050.030.00Note: If the value of Q U or Q L does not correspond to a value in the table, use the next lower Q value.If Q U or Q L are negative values, P U or P L is equal to 100 minus the table value for P U or P L .n=67toQ2.562.161.951.811.701.601.521.441.381.311.261.201.151.111.061.020.980.940.900.870.830.790.760.730.700.660.630.600.570.540.520.490.460.430.400.380.350.320.300.280.250.230.200.180.150.130.100.080.050.030.0035
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 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
Page 41 and 42: 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
Page 47 and 48: (3) Calculate the upper quality ind
Page 49: Section 106When public traffic is a
Page 53 and 54: 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
Page 69 and 70: 53Section 109Attach an automatic pr
Page 71 and 72: 55Section 109(2) The Measurement Su
Page 73 and 74: 57Section 109(1) Direct costs.(a) M
Page 75 and 76: 59Section 109The closing date for p
Page 77: 61Section 109If unresolved claims e
Page 80 and 81: 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
Page 96 and 97: 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:
Section 158Payment158.06 The accept
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:
Section 211Measurement211.07 Measur
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:
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 352 and 353:
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 366 and 367:
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 376 and 377:
Section 551551.04 Pile Lengths. Fur
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:
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 .....................
show all

FP-96 English Version - Eastern Federal Lands Highway Division

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