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FP-96 English Version - Eastern Federal Lands Highway Division
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Section 703703.12 Choker Aggregate. Furnish hard durable particles or fragments ofcrushed gravel or crushed stone conforming to the following:(a) Gradation Table 703-9(b) Sand equivalent value, AASHTO T 17675 min.referee method(c) Free from organic matter and clay ballsTable 703-9Choker Aggregate Gradation (1)Sieve SizePercent by Mass PassingDesignated Sieve(AASHTO T 27 and T 11)3/8 inch 100No. 4 70 - 100No. 200 0.0 - 5.0(1) Statistical procedures do not apply.703.13 Blotter. Furnish sound durable particles of gravel or crushed stoneconforming to the following:(a) Material passing 3/8-inch sieve, AASHTO T 27 100%(b) Liquid limit, AASHTO T 8925 max.(c) Free of organic matter and clay balls703.14 Aggregate for Aggregate-Topsoil Course. Conform to the following:(a) Gradation AASHTO M 43 no. 57(b) QualityAASHTO M 80 class E703.15 Sand. Furnish clean material conforming to the following:(a) Gradation AASHTO M 6(b) Deleterious substancesAASHTO M 6 class B678
Section 703703.12 Choker Aggregate. Furnish hard durable particles or fragments ofcrushed gravel or crushed stone conforming to the following:(a) Gradation Table 703-9(b) Sand equivalent value, AASHTO T 17675 min.referee method(c) Free from organic matter and clay ballsTable 703-9Choker Aggregate Gradation (1)Sieve SizePercent by Mass PassingDesignated Sieve(AASHTO T 27 and T 11)3/8 inch 100No. 4 70 - 100No. 200 0.0 - 5.0(1) Statistical procedures do not apply.703.13 Blotter. Furnish sound durable particles of gravel or crushed stoneconforming to the following:(a) Material passing 3/8-inch sieve, AASHTO T 27 100%(b) Liquid limit, AASHTO T 8925 max.(c) Free of organic matter and clay balls703.14 Aggregate for Aggregate-Topsoil Course. Conform to the following:(a) Gradation AASHTO M 43 no. 57(b) QualityAASHTO M 80 class E703.15 Sand. Furnish clean material conforming to the following:(a) Gradation AASHTO M 6(b) Deleterious substancesAASHTO M 6 class B678
Section 703703.16 Aggregate for Lean Concrete Backfill. Furnish hard, clean, durable,nonplastic, nonorganic, nonreactive aggregate.703.17 Superpave Asphalt Concrete Pavement Aggregate. Furnish hard,durable particles or fragments of crushed stone, crushed slag, or crushed gravelconforming to the following:(a) Los Angeles abrasion, AASHTO T <strong>96</strong>35% max.(b) Sodium sulfate soundness loss (5 cycles)12% max.(c) Durability index (coarse and fine)35 min.(d) Fractured faces, FLH T 506 and T 507 Table 703-10(e) Fine aggregate angularity, AASHTO TP 33 method A Table 703-11(f) Flat and elongated particles, ASTM D 4791 Table 703-12(g) Sand equivalent value, AASHTO T 176 Table 703-13referee method(h) Gradation. Size, grade, and combine the aggregate fractions in mix proportionsthat result in a composite blend between the control points for the appropriatenominal maximum size of aggregate of Table 703-14, 703-15, or703-16. The nominal maximum size is one sieve size greater than the firstsieve to retain more than 10 percent of the combined aggregate. Do not producemixes for a nominal maximum size aggregate that fall in restricted zoneshown in Table 703-14, 703-15, or 703-16 as appropriate. Test according toAASHTO T 11 and AASHTO T 27.Table 703-10Fractured Faces RequirementTraffic, millionDepth from SurfaceESALs< 4 inches A 4 inches@ 0.3 55/- -/-> 0.3 - 1 65/- -/-> 1 - 3 75/- 50/-> 3 - 10 85/80 60/-> 10 - 30 95/90 80/75> 30 - 100 100/100 95/90> 100 100/100 100/100Note: "85/80" denotes that 85 percent of coarse aggregate has one fractured faceand 80 percent has two fractured faces.679
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FederalLands Highways"Commitment to
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PREFACEThese Standard Specification
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TABLE OF CONTENTSPageDIVISION 100 G
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PageDIVISION 150 PROJECT REQUIREMEN
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PageDIVISION 550 BRIDGE CONSTRUCTIO
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PageSection 703 (continued)703.06 C
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PageSection 710 (continued)710.08 S
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PageSection 718 TRAFFIC SIGNING AND
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DIVISION 100General Requirements
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Section 101101.03 Abbreviations. Wh
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Section 101101.04 Definitions. FAR
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Section 101Density ) Mass per unit
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Section 101Roadside ) All area with
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Section 101Supplemental Specificati
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Section 102Insert a unit bid price,
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Section 102The requirements contain
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Section 103Acceptance of this partn
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Section 104(b) Specific requirement
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Section 105(b) Government-listed so
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Section 106.) ACCEPTANCE OF WORK106
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Section 106(2) Test results on mate
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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
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Section 106Table 106-1 (continued)E
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Table 106-2 Pay Factors (continued)
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Section 107Before beginning work in
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Section 107Flaggers are also furnis
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Section 107Admit any OSHA inspector
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Section 108.) PROSECUTION AND PROGR
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Section 108Liquidated damages will
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Section 109.) MEASUREMENT AND PAYME
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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
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Section 152.) CONSTRUCTIONSURVEY AN
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Section 152(c) Slope stakes and ref
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Section 152(m) Intermediate surveyi
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Section 152Payment152.06 The accept
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Section 153(d) Provide training as
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Section 153153.05 Acceptance. The C
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Section 154Measurement154.06 Measur
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Section 155Show completion of the w
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Section 155(d) Describe planned pro
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Section 156.) PUBLIC TRAFFICDescrip
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Section 156(h) Provide two-way radi
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Section 157.) SOIL EROSION CONTROLD
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Section 157157.05 Filter Barriers.
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Section 157157.12 Inspection and Re
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Section 157Progress payments for er
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Section 158Payment158.06 The accept
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Section 201.) CLEARING AND GRUBBING
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Section 201Payment201.09 The accept
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Section 202202.06 Special Clearing
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Section 203Where part of an existin
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Section 204.) EXCAVATION AND EMBANK
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Section 204204.06 Roadway Excavatio
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Section 204During all stages of con
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Section 204Operate compression-type
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Section 204Clearing will be evaluat
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Section 204(2) Do not include the f
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Table 204-1Sampling and TestingSect
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Section 205.) ROCK BLASTINGDescript
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Section 205When a test blast is det
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Section 205Halt blasting operations
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Section 207.) EARTHWORK GEOTEXTILES
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Section 207the contract price per u
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Section 208Remove safety features w
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Section 208(d) Unstable material be
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Section 208Payment208.14 The accept
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Section 209.) STRUCTURE EXCAVATIONA
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Section 209209.10 Backfill. Backfil
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Section 209Measurement and Payment2
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Section 210.) PERMEABLE BACKFILLDes
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Section 210Table 210-1Sampling and
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Section 211Measurement211.07 Measur
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Section 212212.05 Acceptance. Linea
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Section 213Include the following wi
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Section 213If the subgrade loses st
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Section 213Material orProductProper
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Section 251.) RIPRAPDescription251.
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Section 251Payment will be made und
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Section 252.) SPECIAL ROCK EMBANKME
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Section 253.) GABIONS AND REVET MAT
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Section 253Survey work will be eval
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Section 254(c) Timber crib wall. Co
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Section 255.) MECHANICALLYSTABILIZE
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Section 255Do not damage or disturb
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Section 256.) PERMANENT GROUND ANCH
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Section 256Locate the upper central
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Section 256Insert the tendon in the
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Section 256(3) A calibrated referen
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Section 256Plot the ground anchor m
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Section 257.) ALTERNATE RETAINING W
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Section 257(b) Dimensions and sched
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Section 257Payment257.08 The accept
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Section 258258.06 Backfilling. Back
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DIVISION 300Aggregate Courses191
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Section 301301.05 Compacting. Deter
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Material orProductProperty orCharac
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Section 302.) TREATED AGGREGATE COU
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Section 302302.04 General. Store ch
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Section 302Aggregate gradation will
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Material orProductProperty orCharac
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Section 303303.05 Aggregate Surface
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Section 303Payment303.11 The accept
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Section 304(b) Slurry method. Mix a
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Section 304Measure lime, cement, an
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Section 305.) AGGREGATE-TOPSOIL COU
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Material orProductProperty orCharac
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Section 306(b) Lignin sulfonate, ca
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Section 307. ) STOCKPILED AGGREGATE
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Section 307Payment307.07 The accept
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Section 308308.05 Compacting and Fi
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Table 308-1Sampling and TestingMate
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Section 309Add the aggregate and wa
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Material orProductProperty orCharac
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Section 401.) HOT ASPHALT CONCRETE
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Section 401Table 401-2Voids in Mine
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Section 401236DesignESAL'smillionsT
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Section 401(c) Antistrip additives.
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Section 401(c) Batch and continuous
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Section 401401.09 Aggregate Prepara
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Section 401Place asphalt concrete m
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Section 401A profile index will be
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Section 401Payment401.19 The accept
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Section 401Material orProductProper
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Section 402(b) Non-roadway paving.
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Section 403.) HOT RECYCLED ASPHALTC
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Section 403Asphalt cement will be e
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Section 403When the bid schedule co
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Section 404.) OPEN-GRADED ASPHALTFR
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Section 404Asphalt content and aggr
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Section 405.) HOT ASPHALT TREATED B
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Section 405Payment405.08 The accept
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Section 406.) DENSE-GRADEDEMULSIFIE
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Section 406406.04 Mixing Plant. Use
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Section 406(b) Aggregate gradation.
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Section 407.) OPEN-GRADEDEMULSIFIED
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Section 407407.08 Hauling, Spreadin
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Section 407407.11 Surface Treatment
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Section 407Material orProductProper
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Section 408(b) Emulsified asphalt.(
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Section 408Payment408.10 The accept
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Section 409.) ASPHALT SURFACE TREAT
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Section 409409.07 Production Start-
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Section 409Table 409-1Approximate Q
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Section 409Aggregate Grading (1)(2)
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Section 409Table 409-4Sampling and
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Section 410(c) Aggregate samples. 1
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Section 410Aggregate for slurry sea
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Section 411.) ASPHALT PRIME COATDes
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Section 411Payment will made under:
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Section 412412.07 Acceptance. Emuls
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Section 413Mill the surface to a sm
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Section 414(e) Heating kettle. An i
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Section 414414.07 Acceptance. Mater
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Section 415Where asphalt cement is
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Section 416.) CONTINUOUS COLD RECYC
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Section 416be capable of supplying
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Section 416(c) Final compaction. Co
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Section 416Table 416-1Sampling and
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Section 417417.07 Acceptance. Minor
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Section 501.) PORTLAND CEMENTCONCRE
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Section 501(2) Side form constructi
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Section 501501.08 Joints. Do not va
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Section 501Concrete edges adjacent
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Section 501Clean each joint of all
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Section 501Remove the concrete by e
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Section 501501.15 Acceptance. Mater
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Section 501In addition, a separate
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Section 502.) PORTLAND CEMENTCONCRE
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Section 502(i) Slab stabilization t
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Section 502502.06 Joint and Crack R
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Section 502502.08 Undersealing and
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Section 502Produce a surface textur
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Section 502502.12 Acceptance. Mater
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Table 502-1Sampling and TestingSect
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Section 551.) DRIVEN PILESDescripti
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Section 551hammers by power consump
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Section 551(3) Minimum hammer energ
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Section 551551.04 Pile Lengths. Fur
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Section 551551.07 Preboring. Prebor
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Section 551(d) Concrete-filled pipe
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Section 551Furnish a shelter to pro
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Section 551` For piles greater than
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Section 551Securely tie concrete sp
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Section 552.) STRUCTURAL CONCRETEDe
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Section 552(c) Mix design designati
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Section 552(v) Compressive strength
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Section 552(a) Truck mixer/agitator
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Section 552(b) Delivery and samplin
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Section 552During cold weather, pro
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Section 552Figure 552-1Evaporation
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Section 552(3) Superstructures. Do
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Section 552Consolidate all concrete
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Section 552552.13 Expansion and Con
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Section 552After placing the concre
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Section 552After curing according t
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Section 552Mix membrane curing solu
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Section 552After other work which c
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Section 552Sustained Load Test Valu
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Section 552Construction (including
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Section 553.) PRESTRESSED CONCRETED
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Section 553Cure the girder in a sat
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Section 553For pretensioned members
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Section 553(a) Ducts. Use rigid, mo
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Section 553(e) Post-tensioning. Wai
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Section 553Table 553-1Prestressed C
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Section 553Table 553-1 (continued)P
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Section 553Payment will be made und
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Section 554.) REINFORCING STEELDesc
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Section 554Coat chairs, tie wires,
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Section 554Payment554.12 The accept
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Section 555555.05 Inspection. Struc
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Section 555If required, furnish tra
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Section 555(b) Plates.(1) Direction
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Section 555(2) Hot bending. If a ra
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Section 555Table 555-5Heat Straight
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Section 555(d) Accuracy of hole gro
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Section 555555.12 Eyebars. Pin hole
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Section 555Receive approval of each
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Section 555Bolt Sizeinches0.500.630
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Section 555(b) During this test, th
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Section 555(3) Turn-of-nut tighteni
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Section 555When bolts are installed
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Section 555(b) Bearings and anchora
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Section 555Measurement555.21 Measur
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Section 556556.05 Steel Railing. Co
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Section 556Construction of bridge r
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Section 557557.04 Treated Timber. F
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Section 557Where the space between
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Section 557Construction of timber s
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Section 558Payment558.06 The accept
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Section 559Lay fabric so that drain
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Section 559Payment559.08 The accept
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Section 560560.05 Plastic Water Sto
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Section 561Use positive inline disp
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Section 561Payment561.08 The accept
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Section 562.) FORMS AND FALSEWORKDe
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Section 562Assume the density of co
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Section 562562.04 Design Stresses,
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Section 562Deflection due to the ma
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Section 562Use falsework columns th
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Section 562Do not apply dead loads,
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Section 562Coat forms to be removed
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Section 562Table 562-3Minimum Form/
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Section 563.) PAINTINGDescription56
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Section 563(d) Determine that the s
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Table 563-1Structural Iron and Stee
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Section 563Blast clean with clean d
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Section 563Apply the coating system
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Section 564.) BEARING DEVICESDescri
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Section 564Fabricate elastomeric be
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Section 564Table 564-1Coefficient o
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Section 565.) DRILLED SHAFTSDescrip
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Section 565565.05 Drilled Shafts.(a
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Section 565At the time of concrete
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Section 565All subsurface casings a
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Section 565Drop chutes may be used
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Section 565Measure trial drilled sh
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Section 601.) MINOR CONCRETE STRUCT
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Section 601Place concrete to avoid
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Section 602.) CULVERTS AND DRAINSDe
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Section 602602.05 Laying Metal Pipe
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Section 603.) STRUCTURAL PLATE STRU
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Section 603Payment603.07 The accept
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Section 604Assemble precast concret
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Section 604Measure metal frames and
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Section 605Do not permit soil or ot
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Section 605Connect the drainage cor
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Section 605Table 605-1Sampling and
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Section 606Payment606.06 The accept
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Section 607Measurement607.08 Measur
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Section 608Ram each stone until it
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Section 608Payment will be made und
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Section 609.) CURB AND GUTTERDescri
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Section 609609.06 Asphalt Concrete
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Section 609Material orProductProper
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Section 610Use unslotted pipe for t
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Section 611Brace major fixtures or
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Section 612.) SANITARY SEWER SYSTEM
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Section 612Payment will be made und
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Section 613Form expansion joints at
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Section 613613.11 Acceptance. Mater
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Section 614614.05 Mixing and Placin
- Page 586 and 587:
Section 615(1) Expansion joints. Co
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Section 615Table 615-1Sampling and
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Section 616Perform concrete work ac
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Section 616Material orProductProper
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Section 617Material617.02 Conform t
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Section 617When required by the con
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Section 618Section 618.) CONCRETE B
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Section 618(4) Cast the segments st
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Section 619.) FENCES, GATES, AND CA
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Section 619(3) Tension wire. Attach
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Section 61912 inches or less, ancho
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Section 619Where existing fence int
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Section 619(c) Cattle guard. Fabric
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Section 620.) STONE MASONRYDescript
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Section 620620.05 Pointing. Point o
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Section 620(b) Concrete placed befo
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Section 620Measurement620.11 Measur
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Section 621.) MONUMENTS AND MARKERS
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Section 622.) RENTAL EQUIPMENTDescr
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Section 623.) GENERAL LABORDescript
- Page 626 and 627:
Section 624Placing topsoil (furnish
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Section 625625.06 Fertilizing. Appl
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Section 625Payment will be made und
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Section 626(a) Open the bundles of
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Section 626626.09 Watering. Constru
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Section 627.) SODDescription627.01
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Section 627Measurement627.09 Measur
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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: Section 637Payment637.06 The accept
- 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 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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