2010 Construction and Material Specifications - Ohio Department of ...

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$Page 1 of 8 Traffic Survey Report 12/29/2006 file://X:\TC\Traffic ...$

254.04 254.04 Surface Patching. Patch areas of the planed surface that the Engineer designates that have spalling or dislodged unsound pavement. Before patching, clean areas of loose material, coat with 407.02 asphalt material, and fill with Item 448, Type 1 material. Level and compact new material flush to the adjacent planed pavement. 254.05 Surface Tolerances. Plane the surface free from grooves, ridges, gouges, or other irregularities detrimental to the safe operation of vehicles on the planed surface. If the Contract specifies planing without resurfacing, plane the surface to a smoothness of 1/8 inch in 10 feet (3 mm in 3 m). If the Contract specifies resurfacing after planing, plane the surface to a smoothness of 1/4 inch in 10 feet (6 mm in 3 m). Match the surfaces at the edges of adjacent passes within 1/8 inch (3 mm). Ensure that the cross-slope of the planed surface is within 3/8 inch in 10 feet (10 mm in 3 m) of the specified cross-slope. 254.06 Method of Measurement. The Engineer will measure the quantity of Pavement Planing, Asphalt Concrete by the number of square yards (square meters). The Engineer will measure the quantity of Patching Planed Surface by the number of square yards (square meters). 254.07 Basis of Payment. The Department will not pay for repairs due to damage caused by planing operations. If the depth of the planed surfaces is increased by more than 3/8 inches (10 mm) the Department will compensate for the additional work. The Department will pay for accepted quantities at the contract prices as follows: Item Unit Description 254 Square Yard Pavement Planing, Asphalt Concrete (Square Meter) 254 Square Yard (Square Meter) Patching Planed Surface ITEM 255 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT 255.01 Description 255.02 Materials 255.03 Removal of Existing Pavement 255.04 Correction of Disturbed Subgrade 255.05 Placing Dowels and Tiebars 255.06 Placement of Portland Cement Concrete 255.07 Wearing Course Replacement 255.08 Opening to Traffic 255.09 Method of Measurement 144
255.10 Basis of Payment 145 255.01 255.01 Description. This work consists of full depth removal of existing pavement; removing subbase where specified; compacting the subgrade; furnishing and placing dowels, tiebars, and mesh where specified; placing, consolidating, finishing, and curing new portland cement concrete to the level of the existing portland cement concrete pavement; and restoring affected shoulders. 255.02 Materials. Furnish materials conforming to: Concrete, Class C, S, FS, or MS .................................. 499 Curing materials, Type 2 ........................................ 705.07 Non-shrink non-metallic grout ................................ 705.20 Reinforcing steel .................................................... 709.00 Preformed elastomeric joint sealer .......................... 705.11 Tiebar steel, epoxy coated....................................... 709.00 Dowel bars and basket assemblies .......... 705.01 or 709.13 Expansion shield anchors Type A ........................... 712.01 Use epoxy coated Hook bolt, Wiggle bolt, and Coupling. Select and furnish grout from the Qualified Product List issued by the Laboratory that firmly anchors the dowel or tiebar within 30 minutes. 255.03 Removal of Existing Pavement. The Engineer will locate and mark all areas for repair before the start of diamond sawing. Provide the Engineer with aerosol spray paint to outline those areas for repair. Saw cut the existing rigid pavement to the full depth at the limits of the area designated by the Engineer using a diamond saw blade. Where there is an existing asphalt concrete overlay on top of the concrete pavement to be removed, the Contractor may make either a full depth saw cut through the asphalt concrete overlay and the concrete pavement, or make an offset saw cut through the asphalt concrete overlay. If making an offset saw cut through the asphalt concrete overlay, remove the overlay as necessary to provide clearance for the full depth saw cut through the concrete pavement. The Contractor may elect to make additional cuts to facilitate the removal of the pavement. Remove pavement in the repair area by the lift-out method without damaging or undermining the remaining pavement. After the repair area is isolated by full depth saw cuts, drill holes through the deteriorated slab, and install lift pins. Vertically lift the pavement out of the repair area. Remove loose debris left behind after lift-out using hand methods. Dispose of removed pavement according to Item 202. Do not break the pavement and clean out the material using a backhoe unless the Engineer determines that the lift-out method is not feasible due to deteriorated pavement or existing asphalt concrete repairs., or deteriorated concrete pavement. If the bottom face of the adjacent concrete pavement is deteriorated for a height greater than one-fourth (1/4) the thickness of the rigid pavement, make additional full depth saw cuts as directed by the Engineer along the full width of the lane or
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STATE OF OHIO DEPARTMENT OF TRANSPO
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Table of Contents 100 General Provi
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Item 613 Low Strength Mortar Backfi
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100 GENERAL PROVISIONS 101 DEFINITI
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3 101.02 FHWA Federal Highway Admin
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TODS Tourist-Oriented Directional S
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7 101.03 Contract Price. The amount
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9 101.03 Right-of-Way. A general te
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102 BIDDING REQUIREMENTS AND CONDIT
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ENTITY SUBMITTING PROPOSAL REQUIRED
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15 102.15 B. The Bidder fails to fu
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104.02 Revisions to the Contract Do
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19 104.03 Work. The adjustment will
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21 104.05 Within seven (7) calendar
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23 104.05 d. References to the appl
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25 105.03 Work consists of repairs,
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27 105.08 105.08 Cooperation Betwee
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29 105.15 Maintain the previous cou
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105.18 Under the regulations cited
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33 106.03 request. Furnish the requ
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C. Applications. 35 106.10 1. When
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37 107.06 Such inspections will not
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39 107.10 Section 4733-37-04, Measu
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41 107.12 B. Contractor’s Use of
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43 107.13 $5,000,000 and Each Occur
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45 107.16 as authorized by Change O
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47 107.19 beginning construction of
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108.02 The Director will calculate
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108.03 Items into component activit
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53 108.06 request in writing to the
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55 108.07 escalated labor and mater
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57 108.10 108.10 Payroll Records. K
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59 109.02 Thousand Board Feet, MBF
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61 109.03 TABLE 109.02-2 SI (METRIC
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1. Administration. 2. Superintenden
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65 109.05 g. If materials are taken
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67 109.05 charges. If the Contracto
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69 109.05 However, compensation for
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71 109.05 currently on the Project
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73 109.05 wage, submit payroll and
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c. Proof of escalated cost for labo
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77 109.05 overhead provided the cri
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79 109.06 If the original material
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81 109.12 complete. Final Inspectio
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200 EARTHWORK ITEM 201 CLEARING AND
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202.01 Description 202.02 General C
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87 202.04 Where alteration of an ex
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89 202.08 ground surface. Break up
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91 202.14 removal or excavation, an
Page 99 and 100: 93 203.03 F. Excavation. The excava
Page 101 and 102: 95 203.04 c. Perform the tests on e
Page 103 and 104: 97 203.06 granular material in a un
Page 105 and 106: 99 203.07 6. Construct the other em
Page 107 and 108: 101 203.09 the bottom of the ditch,
Page 109 and 110: 103 203.10 If during excavation the
Page 111 and 112: 105 204.03 Furnish geotextile fabri
Page 113 and 114: 107 204.07 Operate equipment at a s
Page 115 and 116: ITEM 205 CHEMICALLY STABILIZED EMBA
Page 117 and 118: 111 205.06 205.06 Method of Measure
Page 119 and 120: 206.05 1. Cement or Lime Kiln Dust.
Page 121 and 122: 115 206.06 Cover the completed chem
Page 123 and 124: 117 207.03 with construction seed a
Page 125 and 126: 119 207.04 advance of needing them.
Page 127 and 128: The Department will measure Inlet P
Page 129 and 130: 123 208.02 208.02 Regulations on th
Page 131 and 132: 125 208.07 E. Maintain a stemming d
Page 133 and 134: 208.09 During the 5-minute delay, t
Page 135 and 136: 129 208.10 S. Use the same diameter
Page 137 and 138: 131 208.14 208.14 Pre-Blast Conditi
Page 139 and 140: 133 208.17 B. The airblast and nois
Page 141 and 142: 135 208.21 B. Report of Loss. If a
Page 143 and 144: 137 209.01 209.01 Description. This
Page 145 and 146: 250 PAVEMENT REPAIRS ITEM 251 PARTI
Page 147 and 148: 141 252.05 If the Contract does not
Page 149: Item Unit Description 253 Square Ya
Page 153 and 154: 147 255.07 Apply the liquid membran
Page 155 and 156: 149 256.03 256.03 Equipment. Use a
Page 157 and 158: 151 256.10 irrespective of the dept
Page 159 and 160: 153 257.05 of the pavement is unifo
Page 161 and 162: 155 258.03 the 1/2 -inch (12.5 mm)
Page 163 and 164: 300 BASES ITEM 301 ASPHALT CONCRETE
Page 165 and 166: 159 302.02 The Contractor may use r
Page 167 and 168: 161 304.03 304.03 Before Spreading.
Page 169 and 170: 163 304.08 Where variable depth is
Page 171 and 172: 165 320.04 If using a resonant freq
Page 173 and 174: 167 321.04 quality by cracking at l
Page 175 and 176: 169 401.02 401.02 Mix Design and Qu
Page 177 and 178: Asphalt Mix Application Heavy Traff
Page 179 and 180: 173 401.05 Test blended RAP stockpi
Page 181 and 182: 175 401.11 401.11 Hauling. Use truc
Page 183 and 184: TABLE 401.13-3 PNEUMATIC TIRE ROLLE
Page 185 and 186: 179 401.16 lighting at the beginnin
Page 187 and 188: 401.18 Form hot longitudinal joints
Page 189 and 190: TABLE 401.21 Aggregate lb/yd 3 (kg/
Page 191 and 192: 185 402.06 402.06 Calibration. Cali
Page 193 and 194: 187 403.01 project use on non-ODOT
Page 195 and 196: 189 403.03 D. Copies of worksheets,
Page 197 and 198: 191 403.06 A. Sampling. The Departm
Page 199 and 200: 193 403.06 District lab on its own
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195 403.07 the acceptance. While wo
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197 403.08 Table 403.08-1, but fall
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199 407.06 407.06 Application of As
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201 408.08 rate of application, tem
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203 409.05 409.05 Basis of Payment.
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ITEM 411 STABILIZED CRUSHED AGGREGA
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207 421.02 Ensure that the Binder h
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A. Source of each individual materi
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211 421.10 If the microsurfacing is
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Item Unit Description 421 Square Ya
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215 422.04 oversized material, revo
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422.09 Before rolling, correct defi
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Reject aggregate that does not meet
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422 Square Yard Double Chip Seal (S
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223 423.08 or spalling. Do not seal
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225 424.04 submittal. For medium mi
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227 441.02 If the F/A ratio using t
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TABLE 441.02-1 (CONTINUED) Course T
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TABLE 441.02-1 (CONTINUED) Course T
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233 441.06 Limit adjustments of the
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235 441.09 When the F-T value is sp
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237 441.11 holding a Level 3 Asphal
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TABLE 442.02-1 GYRATION LEVEL AND M
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241 442.06 442.06 Compaction. Cease
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TABLE 443.03-2 MIX PROPERTIES 243 4
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2. Shot content (ASTM C612) Passing
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446.01 Description 446.02 JMF Field
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249 446.05 Fill core holes by the n
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448.01 Description 448.02 JMF Field
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450 RIGID PAVEMENT ITEM 451 REINFOR
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255 451.04 track speed, and the fre
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257 451.07 finishing the freshly pl
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451.08 Immediately before paving, r
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451.09 oil. Use an adequate bulkhea
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263 451.15 self propelled machines
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265 451.18 When zones of deficient
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267 452.04 directs in writing. The
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269 499.03 C. Concrete Classes. Usi
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TABLE 499.03-4 CLASS HP CONCRETE 27
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273 499.04 However, do not change t
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TABLE 499.04-2 OPTION 2 CONCRETE (C
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277 499.06 rigid pavement removal a
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TABLE 499.08-1 EVERY BATCH TICKET N
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281 499.09 When approved by the Eng
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283 501.04 Prepare the shop drawing
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285 501.05 drawing at least 24 hour
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287 501.05 ii. Erection sequence fo
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289 502.01 Accompany all certified
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291 503.01 503.01 Description. This
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293 503.08 503.08 Backfill. Backfil
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295 504.01 provide the minimum cove
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297 506.03 limits of the footing 3
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507.05 Do not use a follower unless
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303 507.11 (75 mm) above the elevat
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305 508.03 To compensate for falsew
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509.09 Epoxy Coated Reinforcing Ste
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TABLE 509.05-1M STANDARD BENDS Dime
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311 509.10 If repair is required, c
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511.03 Proportions 511.04 Mix Optio
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511.09 511.09 Slump. Within the slu
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FIGURE 1 ACI 308-81 511.11 Slipform
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319 511.13 of principal stress and
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321 511.16 from 50 to 100 °F (10 t
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323 511.19 corners or edges, and ot
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325 511.21 expansion joints. Saw gr
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329 512.03 Do not mix or apply the
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2. Non-epoxy sealer. 331 512.03 a.
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333 512.04 markings according to Se
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335 512.06 Engineer with written in
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337 512.07 200 psi (1400kPa) max.,
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339 512.08 applying the waterproofi
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341 512.09 512.09 Method of Measure
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343 513.03 The Office of Materials
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345 513.05 513.05 Fabricator Docume
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347 513.12 before assembly. During
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349 513.18 for up to 5-inch (127 mm
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TABLE 513.20-1M Bolt Size (mm) To d
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TABLE 513.20-2M 353 513.20 Bolt Siz
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355 513.23 each workday, when weldi
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357 513.25 A. Radiographic Inspecti
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359 513.26 The fabrication quality
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361 513.30 The Department will not
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363 514.04 The quality control spec
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365 514.05 inspection identifies a
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367 514.07 continuously and uniform
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369 514.11 supporting 250 pounds (1
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371 514.13 1. For an automated blas
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SW 846 Regulatory Concentration Ana
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375 514.17 Except for primer, mix p
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377 514.18 If mud cracking occurs,
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514.20 F. Measure other areas or re
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514.23 immediately before applying
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Item Unit Description 514 Square Fo
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385 515.07 members, and all other i
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515.13 according to a method accept
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515.15 production. When using admix
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391 515.17 BEAM DIMENSIONAL TOLERAN
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393 515.20 support locations. Durin
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395 516.04 516.03 Coating. Coat exp
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397 516.09 feet (meters) horizontal
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Scuppers, structural steel and cast
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519.08 columns, the Department will
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405 520.05 and two times the weight
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407 520.11 520.11 Inspection and Te
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Concrete footings will be paid for
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411 524.02 plan requirements, with
Page 419 and 420:
413 524.05 groundwater must be cont
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415 524.08 Determine density, visco
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417 524.13 parts, do not allow thes
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ITEM 526 APPROACH SLABS 526.01 Desc
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600 INCIDENTALS ITEM 601 SLOPE AND
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423 601.05 Stretchers are bags plac
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425 601.12 mm) wide at the surface;
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427 602.03 602.03 Construction Requ
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Soil and granular embankment ......
Page 437 and 438:
paved invert ......................
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Polyvinyl chloride sanitary pipe ..
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435 603.05 place with approval from
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437 603.08 cut end at an interior j
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439 603.09 c. If resilient and flex
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441 603.11 1. In a cut situation, p
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603 Foot (Meter) ___" (___ mm) Cond
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604.02 Use removed or excavated mat
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447 604.07 mm). Ensure that the str
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449 605.03 If the size of the under
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605.07 Construct the underdrains ou
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453 606.04 Space Type 5A guardrail
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607.05 Horizontal Deflection 607.06
Page 463 and 464:
Page 465 and 466:
608.09 The Department will measure
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461 609.04 portions of adjacent sec
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463 609.07 Where medians and traffi
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465 610.04 Use metal sheets with a
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Page 475 and 476:
469 613.06 The Contractor may use f
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614.03 B. When the highway under co
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473 614.06 614.055 Surface Conditio
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475 614.11 A. Acceptability and Exp
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614.11 Apply Class I work zone mark
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479 614.11 passing zone and places
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481 614.12 approximately 4 inches (
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Line Type Normal Spacing Feet (Mete
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B. Work zone signal, pole, or contr
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615.05 specified in Item 606, excep
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Page 497 and 498:
TABLE 617.06-1 Material Conversion
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493 619.02 Furnish neat, sanitary,
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495 620.03 620.03 Layout. Lay out a
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497 621.05 When a casting is insert
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499 621.10 The Department will meas
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622.09 622.09 Basis of Payment. The
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624.03 Method of Measurement 624.04
Page 511 and 512:
Page 513 and 514:
625.10 Ensure that the grounding co
Page 515 and 516:
509 625.13 grounding conductor that
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511 625.16 625.16 Grounding. Connec
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513 625.19 Measure the earth resist
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Pull boxes include the aggregate fo
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517 625.23 except for a power servi
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519 626.04 The Contractor may vary
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Concrete, Class C..................
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523 630.04 panels to achieve the si
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525 630.06 galvanize steel structur
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527 630.07 Provide for the attachme
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Remove temporary overlay signs so a
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630.15 The Department will measure
Page 539 and 540:
631.08 Controls 631.09 Electrical S
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535 631.07 install the nipple. Ensu
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Item Unit Description 631 Each Sign
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539 632.04 Ensure that major items
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541 632.06 Upon acceptance of the p
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543 632.15 against undisturbed soil
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545 632.23 Support cables installed
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547 632.28 complete test records, t
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549 632.30 include excavation, dewa
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632 Each Power Service 632 Each Cov
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553 633.07 1. Furnish a certified t
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555 633.15 and software, in one or
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557 633.17 5. A minimum of three ti
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559 633.18 potential modifications
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633 Each Controller, Master, Traffi
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563 638.03 The metric equivalent pi
Page 571 and 572:
565 638.07 L. Thrust Blocking. Furn
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567 638.13 Install valve boxes on a
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569 638.16 it to the extended branc
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571 638.20 638 Foot (Meter) ___ inc
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573 641.03 641.03 General. Apply li
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575 641.05 At the end of the projec
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577 641.10 communication between th
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Keep the paint thoroughly mixed dur
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ITEM 643 POLYESTER PAVEMENT MARKING
Page 589 and 590:
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644.04 Ensure that the applicator p
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644 Foot or Square Foot Removal of
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646.07 Basis of Payment 589 646.01
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591 646.04 Perform operations in su
Page 599 and 600:
B. The marking has cyclical soft sp
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595 647.05 process of material appl
Page 603 and 604:
Page 605 and 606:
599 656.02 prunings, rubbish, stump
Page 607 and 608:
601 657.07 657.07 Pipe Drains. Drai
Page 609 and 610:
659.18 Maintenance 659.19 Mowing 65
Page 611 and 612:
605 659.04 with the Liquid Lime man
Page 613 and 614:
C. A statement of the purity and ge
Page 615 and 616:
Weight per Area Mix Type lb kg Clas
Page 617 and 618:
611 659.11 659.11 Placing Topsoil.
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659.17 may also mix the grass seed
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615 660.01 The Department will pay
Page 623 and 624:
617 664.05 Immediately before placi
Page 625 and 626:
619 661.03 current edition of the A
Page 627 and 628:
Locate Seedlings, Groundcovers, Vin
Page 629 and 630:
623 662.02 662.02 Watering. Furnish
Page 631 and 632:
670.05 Method of Measurement 670.06
Page 633 and 634:
627 671.04 4. Place upgrade slots a
Page 635 and 636:
700 MATERIAL DETAILS 700 MINIMUM RE
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631 700.00 Spec No. Material Materi
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Page 641 and 642:
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Page 649 and 650:
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Page 661 and 662:
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Page 665 and 666:
702 ASPHALT MATERIAL 702.00 Accepta
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661 702.01 the asphalt concrete mix
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663 702.06 702.06 Asphalt for Water
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Penetration @ 77 °F (25 °C)., 100
Page 673 and 674:
Length, ...........................
Page 675 and 676:
Sodium sulfate soundness test, 5 cy
Page 677 and 678:
671 703.01
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2. Physical properties. Percent of
Page 681 and 682:
Deleterious substances shall not ex
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703.07 Mineral Filler. 677 703.07 A
Page 685 and 686:
B. Structural Backfill Type 2. 679
Page 687 and 688:
681 703.14 moisture. Ensure that th
Page 689 and 690:
683 703.1� 2. When using BOF or E
Page 691 and 692:
A. Furnish CCS, crushed gravel, cru
Page 693 and 694:
Furnish materials for Item 617 acco
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689 704.01 2. Type B material has a
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691 705.10 Furnish materials accord
Page 699 and 700:
Test Description Bond Strength (dry
Page 701 and 702:
1. Ensure that the material meets t
Page 703 and 704:
697 705.24 Furnish the test data, a
Page 705 and 706:
3. 1 Pint non-absorbent container 4
Page 707 and 708:
6.3 Provide aggregate conforming to
Page 709 and 710:
Illustrative Example of S-Stirrup S
Page 711 and 712:
705 706.02 2. When it has been esta
Page 713 and 714:
0.3 mm Crack D-Load 65.0 Ultimate S
Page 715 and 716:
0.01-inch Crack D-Load 3000 Ultimat
Page 717 and 718:
711 706.03 with elliptical reinforc
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706.05 class. Ensure that the marki
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706.05 1. All structural design acc
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717 706.05 handling strengths, then
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719 706.05 The manufacturer may be
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721 706.05 The spacing center-to-ce
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723 706.06 12.0 Make repairs accord
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727 707.01 8.1.2. Ensure that the m
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729 707.02 annular corrugation that
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731 707.10 707.10 Square and Rectan
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733 707.13 9.3 A bell and spigot jo
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197M. Pipe Pipe-Arch Diameter Wall
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737 707.25 7.5.1 Reroll the ends of
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739 707.41 7.4 When tested in accor
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9.1 Perform inspection at the proje
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743 708.02 g. Pot life. SSPC-Paint
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745 708.02 36M hot rolled steel. Bl
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747 709.01 775, Section 11, permiss
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749 710.01 in round column and dril
Page 757 and 758:
751 710.03 TABLE 710.03-1 STEEL POS
Page 759 and 760:
753 710.03 plunger bar of the latch
Page 761 and 762:
710.12 Furnish steel line posts acc
Page 763 and 764:
757 711.04 ASTM A 328/A 328M. Furni
Page 765 and 766:
759 711.13 17 Ship test bars with t
Page 767 and 768:
761 711.23 18.7.4.5, and 18.10.3. I
Page 769 and 770:
763 711.27 Air-dry or kiln-dry timb
Page 771 and 772:
Total calcium and magnesium oxides
Page 773 and 774:
Type A: Underdrains and Slope Drain
Page 775 and 776:
769 712.11 5. A netting weight of a
Page 777 and 778:
771 712.11 2. Excelsior cut from wo
Page 779 and 780:
Page 781 and 782:
775 725.07 725.07 Plastic Pull Boxe
Page 783 and 784:
TABLE 725. 11-3 ANSI WATTS Horizont
Page 785 and 786:
779 725.11 Ensure that the luminair
Page 787 and 788:
781 725.15 Ensure that the box and
Page 789 and 790:
783 725.19 E. Photoelectric Cell. E
Page 791 and 792:
785 725.21 Luminaires and Traffic S
Page 793 and 794:
787 725.21 and bears easily found a
Page 795 and 796:
789 725.21 designed to develop a co
Page 797 and 798:
730.01 which has been drilled and t
Page 799 and 800:
793 730.05 730.05 Handhole Covers.
Page 801 and 802:
795 730.19 730.192 Reflective Sheet
Page 803 and 804:
797 731.07 60 times per minute with
Page 805 and 806:
Furnish a visor with each signal se
Page 807 and 808:
801 732.04 percent humidity. Operat
Page 809 and 810:
803 732.04 q. The module shall be d
Page 811 and 812:
805 732.04 period of 60 months, ove
Page 813 and 814:
807 732.05 The LED signal lamp unit
Page 815 and 816:
Page 817 and 818:
811 732.08 B. NEMA TS-2. Furnish lo
Page 819 and 820:
813 732.15 expanding or screw type
Page 821 and 822:
Cable or Wire Number of Conductors
Page 823 and 824:
817 733.02 1. NEMA 8 phase, dual ri
Page 825 and 826:
733.03 Model 2070-3B Front Panel, D
Page 827 and 828:
821 733.03 hardware and equipment f
Page 829 and 830:
823 733.03 withstand a peak current
Page 831 and 832:
825 733.03 l. Terminal Blocks. Furn
Page 833 and 834:
827 733.03 (7) Furnish loop detecto
Page 835 and 836:
829 733.03 c. Install red monitor c
Page 837 and 838:
light to display. 831 733.03 (c) En
Page 839 and 840:
733.03 circuits, yellow timing, mul
Page 841 and 842:
733.03 (h) MULT IND. Illuminates wh
Page 843 and 844:
837 733.03 Watchdog Timer, 24VDC, C
Page 845 and 846:
(l) Event logs 839 733.03 (5) Furni
Page 847 and 848:
733.05 A. Cabinet Riser for NEMA Ca
Page 849 and 850:
843 733.06 b. Time of day/day of we
Page 851 and 852:
3. Modem 4. Printer 5. Accessory It
Page 853 and 854:
847 740.01 Furnish two (2) sets of
Page 855 and 856:
849 740.03 Minimum Maximum 1. Consi
Page 857 and 858:
H. Color. 851 740.05 Minimum Maximu
Page 859 and 860:
853 740.08 Allow samples to cure at
Page 861 and 862:
855 748.00 Roundness (Percent by We
Page 863 and 864:
Pipe Diameter Wall Thickness Wall T
Page 865 and 866:
859 748.15 or threads. Furnish nozz
Page 867 and 868:
Award, 5, 16 Cancellation of, 16 Of
Page 869 and 870:
Clearances, reinforcing steel, 307
Page 871 and 872:
Control of work, 24 Controller (see
Page 873 and 874:
Retaining walls, 466 Execution of c
Page 875 and 876:
81, 82, 582, 593 Authority and duti
Page 877 and 878:
NEMA TS-2, 805, 811, 816, 818, 819,
Page 879 and 880:
Metallic coated, 727, 730 Metric eq
Page 881 and 882:
Contents, 11 Delivery of, 14 Guaran
Page 883 and 884:
691 Sheet piling left in place Mate
Page 885 and 886:
Screw threads, 355 Sheet piling, 75
Page 887 and 888:
Pedestrian signal lamps, 800 Perfor
Page 889:
Working drawings, plans and, 24 Wor
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