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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
- 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: Section 208Payment208.14 The accept
- 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 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: Section 257Payment257.08 The accept
- 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: Material orProductProperty orCharac
- Page 221 and 222: 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
- Page 538 and 539:
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
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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
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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
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Section 629.) EROSION CONTROL MATS,
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Anchor the system with stakes acros
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Section 633.) PERMANENT TRAFFIC CON
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Section 633Repair or replace damage
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Section 634.) PERMANENT PAVEMENT MA
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Section 634Make lines 4 inches wide
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Section 634The minimum bond strengt
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Section 635.) TEMPORARY TRAFFIC CON
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Section 635635.09 Flaggers. Furnish
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Section 635635.14 Vertical Panels.
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Section 635(d) Operates on a contin
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Section 635(a) Measure advance warn
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Section 635(u) Measure replacement
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Section 636.) SIGNAL, LIGHTING,AND
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Section 636Saw clean, smooth, well-
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Section 636Measure relocations by t
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Section 637(c) Residential housing.
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Section 637Payment637.06 The accept
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Section 701.) HYDRAULIC CEMENT701.0
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Section 702Type and GradeofAsphaltC
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Section 702(a) Shipping container.
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Section 703Table 703 - 1Permeable B
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Section 703(c) Surface course aggre
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Section 703Table 703-4Target Value
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Section 703Table 703-5Target Value
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Section 703(f) Adherent coating on
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Section 703703.12 Choker Aggregate.
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Section 703Table 703-11Fine Aggrega
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Section 703Table 703-15Superpave Gr
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Section 704.) SOIL704.01 Foundation
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Section 704Table 704-2Select Toppin
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Section 704704.12 Crib Wall Backfil
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Section 705ClassTable 705-1Gradatio
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Section 705(d) Joint surfaces. For
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Section 705Table 705-3Gradation for
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Section 706.) CONCRETE AND PLASTIC
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Section 707.) METAL PIPE707.01 Duct
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Section 707707.11 Metallic-Coated S
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Section 708(9) Shows no thickening,
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Section 709(f) Dowel bars. Conform
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Section 710.) FENCE AND GUARDRAIL71
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Section 710(c) Steel-backed timber
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Section 712.) JOINT MATERIAL712.01
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Section 712(d) Foam filler. Furnish
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Section 712(c) Compressive strength
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Section 713.) ROADSIDE IMPROVEMENT
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Section 713(c) Wood fiber. Furnish
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Section 713Furnish trees with reaso
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Section 713Table 713-3Straw and Coc
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Section 713(b) Synthetic polypropyl
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Section 713(2) Polypropylene roving
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Section 713713.13 Bales.(a) Straw b
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Section 714.) GEOTEXTILE AND GEOCOM
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732Table 714-1Physical Requirements
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734Table 714-4Physical Requirements
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Section 714Furnish geocomposite dra
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Section 715.) PILING715.01 Untreate
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Section 715715.04 Steel Shells. Fur
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Section 716.) MATERIAL FOR TIMBER S
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Section 717Furnish pins and rollers
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Section 717Table 717-1Filled Tetraf
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RAILINGCOMPONENTASTM Specification
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Section 718.) TRAFFIC SIGNING ANDMA
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Section 718718.06 Plastic Panels.(a
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Section 718(a) Wood posts. Furnish
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Section 718Mount the retroreflector
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Section 718(2) Yellow:(a) Chrome ye
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Section 718Table 718-2Gradation of
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Section 718If approved, variations
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Section 720Concrete face panels hav
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Section 720Fabricate gabion baskets
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Section 720Furnish heavy hexagon he
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Section 721(5) Service-entrance cab
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Section 721(4) A vertical load of 2
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Section 721(2) Sign lighting lumina
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Section 722(b) Couplers. Furnish co
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Section 725.) MISCELLANEOUS MATERIA
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Section 725Do not use precast concr
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Section 725(2) Flow (time of efflux
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INDEX785
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Aggregate spreader.................
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Bidbond ...........................
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Concrete (continued)masonry blocks
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Direct tension indicators..........
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Fertilizer ........................
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Horizontal drains .................
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Lubricant adhesive ................
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) P )Padsdrive ....................
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Pipe culvertsaluminum alloy .......
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Protection of (continued)public lan
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) S )Safetyaccident prevention ....
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Staking tolerances ................
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Timbercrib wall ...................
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Wave equation .....................