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

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

615.06 Determine the thickness of the courses by field measurement. 615.06 Sidewalk. If temporary walks are required, provide one of the types specified in Item 608. 615.07 Maintenance. Maintain all portions of the temporary facilities in good condition with respect to both safety and smoothness for travel as long as it is needed for maintenance of traffic. If the Engineer determines that the Contractor is not properly maintaining the temporary facilities, the Department may put them into proper condition according to 105.15. 615.08 Removal. If the temporary facilities are no longer needed, remove them, except such portions of the embankment as are shown on the plans to be a part of the new roadway embankment, and leave the area in a neat condition. Take ownership of all material removed, unless otherwise shown on the plans. Use removed materials in the Work when the material conforms to the specifications; if not, then recycle or dispose of the material according to 105.16 and 105.17. 615.09 Method of Measurement. The Department will measure the quantity of Pavement for Maintaining Traffic by the number of square yards (square meters) of pavement surface placed, maintained, and removed as directed, measured complete in place. The Department will measure areas of soft subgrade, undercut and replaced, according to 204.08. The Department will measure the quantity of Traffic Compacted Surface under Item 410 and Calcium Chloride under Item 616. 615.10 Basis of Payment. Payment for Roads for Maintaining Traffic will not include those specified for Item 410 Traffic Compacted Surface or Item 616 Calcium Chloride. The Department will pay for areas requiring undercut and replacement conforming to 204.04 according to 204.09 The Department will pay for accepted quantities at the contract prices as follows: Item Unit Description 615 Square Yard Pavement for Maintaining Traffic, Class A (Square Meter) 615 Square Yard Pavement for Maintaining Traffic, Class B (Square Meter) 615 Lump Sum Roads for Maintaining Traffic ITEM 616 DUST CONTROL 616.01 Description 616.02 Construction Requirements 616.03 Method of Measurement 616.04 Basis of Payment 488
489 616.01 616.01 Description. This work consists of applying water or dust palliative for the alleviation or prevention of dust nuisance originating from earthwork construction operations from within the project construction limits. 616.02 Construction Requirements. Perform dust control operations at the time and location and in the amount ordered by the Engineer. Maintain control of the application of water or dust palliative at all times to minimize dust but not to create saturated soil conditions. The Engineer will determine whether water or dust palliative is to be used to alleviate or prevent dust nuisance, and the amounts of each material to be used. Do not apply calcium chloride to areas that will be subsequently seeded or sodded. Furnish and apply water used for dust control by means of tanks equipped with suitable sprinkling devices. Use dust palliative consisting of 712.02 calcium chloride or a brine solution containing a minimum of 30 percent by weight of calcium chloride. Spread the calcium chloride uniformly over the surface. 616.03 Method of Measurement. The Department will measure Water by the M gallons (cubic meters) applied and measured either in tanks, tank wagons, or trucks of predetermined capacity; or by means of meters of a type and furnished and installed by the Contractor at no expense to the Department; or determined by weight conversion. The Department will measure Calcium Chloride by the number of tons (metric tons) by weight measurement, furnished and applied. When brine is used, the Department will determine the weight of calcium chloride by multiplying the number of gallons (cubic meters) by the factor 0.0024 (0.575). 616.04 Basis of Payment. The Department will pay for accepted quantities at the contract prices as follows: Item Unit Description 616 M Gallons Water (Cubic Meter) 616 Ton (Metric Ton) Calcium Chloride ITEM 617 RECONDITIONING SHOULDERS 617.01 Description 617.02 Materials 617.03 Prosecution 617.04 Shoulder Preparation 617.05 Furnishing and Compacting Additional Aggregate 617.06 Method of Measurement 617.07 Basis of Payment
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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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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
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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
Page 443 and 444: 437 603.08 cut end at an interior j
Page 445 and 446: 439 603.09 c. If resilient and flex
Page 447 and 448: 441 603.11 1. In a cut situation, p
Page 449 and 450: 603 Foot (Meter) ___" (___ mm) Cond
Page 451 and 452: 604.02 Use removed or excavated mat
Page 453 and 454: 447 604.07 mm). Ensure that the str
Page 455 and 456: 449 605.03 If the size of the under
Page 457 and 458: 605.07 Construct the underdrains ou
Page 459 and 460: 453 606.04 Space Type 5A guardrail
Page 461 and 462: 607.05 Horizontal Deflection 607.06
Page 463 and 464: 457 607.10 607.10 Basis of Payment.
Page 465 and 466: 608.09 The Department will measure
Page 467 and 468: 461 609.04 portions of adjacent sec
Page 469 and 470: 463 609.07 Where medians and traffi
Page 471 and 472: 465 610.04 Use metal sheets with a
Page 473 and 474: 467 610.09 610.09 Basis of Payment.
Page 475 and 476: 469 613.06 The Contractor may use f
Page 477 and 478: 614.03 B. When the highway under co
Page 479 and 480: 473 614.06 614.055 Surface Conditio
Page 481 and 482: 475 614.11 A. Acceptability and Exp
Page 483 and 484: 614.11 Apply Class I work zone mark
Page 485 and 486: 479 614.11 passing zone and places
Page 487 and 488: 481 614.12 approximately 4 inches (
Page 489 and 490: Line Type Normal Spacing Feet (Mete
Page 491 and 492: B. Work zone signal, pole, or contr
Page 493: 615.05 specified in Item 606, excep
Page 497 and 498: TABLE 617.06-1 Material Conversion
Page 499 and 500: 493 619.02 Furnish neat, sanitary,
Page 501 and 502: 495 620.03 620.03 Layout. Lay out a
Page 503 and 504: 497 621.05 When a casting is insert
Page 505 and 506: 499 621.10 The Department will meas
Page 507 and 508: 622.09 622.09 Basis of Payment. The
Page 509 and 510: 624.03 Method of Measurement 624.04
Page 511 and 512: 505 625.01 625.01 Description. This
Page 513 and 514: 625.10 Ensure that the grounding co
Page 515 and 516: 509 625.13 grounding conductor that
Page 517 and 518: 511 625.16 625.16 Grounding. Connec
Page 519 and 520: 513 625.19 Measure the earth resist
Page 521 and 522: Pull boxes include the aggregate fo
Page 523 and 524: 517 625.23 except for a power servi
Page 525 and 526: 519 626.04 The Contractor may vary
Page 527 and 528: Concrete, Class C..................
Page 529 and 530: 523 630.04 panels to achieve the si
Page 531 and 532: 525 630.06 galvanize steel structur
Page 533 and 534: 527 630.07 Provide for the attachme
Page 535 and 536: Remove temporary overlay signs so a
Page 537 and 538: 630.15 The Department will measure
Page 539 and 540: 631.08 Controls 631.09 Electrical S
Page 541 and 542: 535 631.07 install the nipple. Ensu
Page 543 and 544: 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
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
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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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Page 605 and 606:
599 656.02 prunings, rubbish, stump
Page 607 and 608:
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
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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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, ...........................
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
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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
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
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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
Page 721 and 722:
706.05 1. All structural design acc
Page 723 and 724:
717 706.05 handling strengths, then
Page 725 and 726:
719 706.05 The manufacturer may be
Page 727 and 728:
721 706.05 The spacing center-to-ce
Page 729 and 730:
723 706.06 12.0 Make repairs accord
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Page 733 and 734:
727 707.01 8.1.2. Ensure that the m
Page 735 and 736:
729 707.02 annular corrugation that
Page 737 and 738:
731 707.10 707.10 Square and Rectan
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733 707.13 9.3 A bell and spigot jo
Page 741 and 742:
197M. Pipe Pipe-Arch Diameter Wall
Page 743 and 744:
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
Page 749 and 750:
743 708.02 g. Pot life. SSPC-Paint
Page 751 and 752:
745 708.02 36M hot rolled steel. Bl
Page 753 and 754:
747 709.01 775, Section 11, permiss
Page 755 and 756:
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
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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
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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2010 Construction and Material Specifications - Ohio Department of ...

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