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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
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93 203.03 F. Excavation. The excava
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95 203.04 c. Perform the tests on e
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97 203.06 granular material in a un
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99 203.07 6. Construct the other em
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101 203.09 the bottom of the ditch,
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103 203.10 If during excavation the
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105 204.03 Furnish geotextile fabri
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107 204.07 Operate equipment at a s
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ITEM 205 CHEMICALLY STABILIZED EMBA
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111 205.06 205.06 Method of Measure
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206.05 1. Cement or Lime Kiln Dust.
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115 206.06 Cover the completed chem
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117 207.03 with construction seed a
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119 207.04 advance of needing them.
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The Department will measure Inlet P
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123 208.02 208.02 Regulations on th
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125 208.07 E. Maintain a stemming d
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208.09 During the 5-minute delay, t
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129 208.10 S. Use the same diameter
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131 208.14 208.14 Pre-Blast Conditi
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133 208.17 B. The airblast and nois
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135 208.21 B. Report of Loss. If a
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137 209.01 209.01 Description. This
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250 PAVEMENT REPAIRS ITEM 251 PARTI
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141 252.05 If the Contract does not
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Item Unit Description 253 Square Ya
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255.10 Basis of Payment 145 255.01
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147 255.07 Apply the liquid membran
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149 256.03 256.03 Equipment. Use a
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151 256.10 irrespective of the dept
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153 257.05 of the pavement is unifo
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155 258.03 the 1/2 -inch (12.5 mm)
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300 BASES ITEM 301 ASPHALT CONCRETE
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159 302.02 The Contractor may use r
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161 304.03 304.03 Before Spreading.
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163 304.08 Where variable depth is
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165 320.04 If using a resonant freq
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167 321.04 quality by cracking at l
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169 401.02 401.02 Mix Design and Qu
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Asphalt Mix Application Heavy Traff
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173 401.05 Test blended RAP stockpi
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175 401.11 401.11 Hauling. Use truc
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TABLE 401.13-3 PNEUMATIC TIRE ROLLE
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179 401.16 lighting at the beginnin
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401.18 Form hot longitudinal joints
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TABLE 401.21 Aggregate lb/yd 3 (kg/
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185 402.06 402.06 Calibration. Cali
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187 403.01 project use on non-ODOT
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189 403.03 D. Copies of worksheets,
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191 403.06 A. Sampling. The Departm
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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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- Page 283 and 284: 277 499.06 rigid pavement removal a
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- Page 287 and 288: 281 499.09 When approved by the Eng
- Page 289 and 290: 283 501.04 Prepare the shop drawing
- Page 291 and 292: 285 501.05 drawing at least 24 hour
- Page 293 and 294: 287 501.05 ii. Erection sequence fo
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- Page 299 and 300: 293 503.08 503.08 Backfill. Backfil
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- Page 305 and 306: 299 506.04 506.04 Basis of Payment.
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- Page 311 and 312: 305 508.03 To compensate for falsew
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- Page 319 and 320: 511.03 Proportions 511.04 Mix Optio
- Page 321 and 322: 511.09 511.09 Slump. Within the slu
- Page 323 and 324: FIGURE 1 ACI 308-81 511.11 Slipform
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- Page 329 and 330: 323 511.19 corners or edges, and ot
- Page 331 and 332: 325 511.21 expansion joints. Saw gr
- Page 333 and 334: 327 511.25 511.25 Basis of Payment.
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- Page 337 and 338: 2. Non-epoxy sealer. 331 512.03 a.
- Page 339 and 340: 333 512.04 markings according to Se
- Page 341 and 342: 335 512.06 Engineer with written in
- Page 343 and 344: 337 512.07 200 psi (1400kPa) max.,
- Page 345 and 346: 339 512.08 applying the waterproofi
- Page 347 and 348: 341 512.09 512.09 Method of Measure
- Page 349 and 350: 343 513.03 The Office of Materials
- Page 351 and 352: 345 513.05 513.05 Fabricator Docume
- Page 353 and 354: 347 513.12 before assembly. During
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- Page 357 and 358: TABLE 513.20-1M Bolt Size (mm) To d
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- Page 365 and 366: 359 513.26 The fabrication quality
- Page 367 and 368: 361 513.30 The Department will not
- Page 369 and 370: 363 514.04 The quality control spec
- Page 371 and 372: 365 514.05 inspection identifies a
- Page 373 and 374: 367 514.07 continuously and uniform
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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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401 518.10 518.10 Basis of Payment.
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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
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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 ......
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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
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457 607.10 607.10 Basis of Payment.
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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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467 610.09 610.09 Basis of Payment.
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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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489 616.01 616.01 Description. This
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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
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505 625.01 625.01 Description. This
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625.10 Ensure that the grounding co
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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
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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
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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
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583 643.05 643.05 Basis of Payment.
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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
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B. The marking has cyclical soft sp
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595 647.05 process of material appl
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597 652.04 652.04 Basis of Payment.
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599 656.02 prunings, rubbish, stump
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601 657.07 657.07 Pipe Drains. Drai
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659.18 Maintenance 659.19 Mowing 65
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605 659.04 with the Liquid Lime man
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C. A statement of the purity and ge
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Weight per Area Mix Type lb kg Clas
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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
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617 664.05 Immediately before placi
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619 661.03 current edition of the A
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Locate Seedlings, Groundcovers, Vin
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623 662.02 662.02 Watering. Furnish
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670.05 Method of Measurement 670.06
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627 671.04 4. Place upgrade slots a
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700 MATERIAL DETAILS 700 MINIMUM RE
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631 700.00 Spec No. Material Materi
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633 700.00 Spec No. Material Materi
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635 700.00 Spec No. Material Materi
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637 700.00 Spec No. Material Materi
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639 700.00 Spec No. Material Materi
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641 700.00 Spec No. Material Materi
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643 700.00 Spec No. Material Materi
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645 700.00 Spec No. Material Materi
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647 700.00 Spec No. Material Materi
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649 700.00 Spec No. Material Materi
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651 700.00 Spec No. Material Materi
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653 700.00 Spec No. Material Materi
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655 700.00 Spec No. Material Materi
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657 700.00 Spec No. Material Materi
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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
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Length, ...........................
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Sodium sulfate soundness test, 5 cy
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671 703.01
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2. Physical properties. Percent of
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Deleterious substances shall not ex
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703.07 Mineral Filler. 677 703.07 A
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B. Structural Backfill Type 2. 679
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681 703.14 moisture. Ensure that th
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683 703.1� 2. When using BOF or E
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A. Furnish CCS, crushed gravel, cru
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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
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Test Description Bond Strength (dry
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1. Ensure that the material meets t
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697 705.24 Furnish the test data, a
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3. 1 Pint non-absorbent container 4
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6.3 Provide aggregate conforming to
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Illustrative Example of S-Stirrup S
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705 706.02 2. When it has been esta
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0.3 mm Crack D-Load 65.0 Ultimate S
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0.01-inch Crack D-Load 3000 Ultimat
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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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725 706.12 Furnish materials 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
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751 710.03 TABLE 710.03-1 STEEL POS
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753 710.03 plunger bar of the latch
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710.12 Furnish steel line posts acc
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757 711.04 ASTM A 328/A 328M. Furni
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759 711.13 17 Ship test bars with t
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761 711.23 18.7.4.5, and 18.10.3. I
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763 711.27 Air-dry or kiln-dry timb
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Total calcium and magnesium oxides
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Type A: Underdrains and Slope Drain
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769 712.11 5. A netting weight of a
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771 712.11 2. Excelsior cut from wo
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773 721.02 Furnish materials accord
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775 725.07 725.07 Plastic Pull Boxe
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TABLE 725. 11-3 ANSI WATTS Horizont
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779 725.11 Ensure that the luminair
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781 725.15 Ensure that the box and
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783 725.19 E. Photoelectric Cell. E
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785 725.21 Luminaires and Traffic S
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787 725.21 and bears easily found a
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789 725.21 designed to develop a co
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730.01 which has been drilled and t
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793 730.05 730.05 Handhole Covers.
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795 730.19 730.192 Reflective Sheet
- Page 803 and 804:
797 731.07 60 times per minute with
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Furnish a visor with each signal se
- Page 807 and 808:
801 732.04 percent humidity. Operat
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803 732.04 q. The module shall be d
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805 732.04 period of 60 months, ove
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807 732.05 The LED signal lamp unit
- Page 815 and 816:
809 732.06 Furnish materials accord
- 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
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829 733.03 c. Install red monitor c
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light to display. 831 733.03 (c) En
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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
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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
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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
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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
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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
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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
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691 Sheet piling left in place Mate
- Page 885 and 886:
Screw threads, 355 Sheet piling, 75
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Pedestrian signal lamps, 800 Perfor
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Working drawings, plans and, 24 Wor