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

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

423.04 For Types II and III crack sealants, use a mechanical applicator wand head capable of placing the crack sealant according to the tolerances of 423.07 while filling the cracks. A positive sealant flow shutoff mechanism is required. Use portable air compressors capable of furnishing at least 100 pounds per square inch (690 kPa) of air pressure at the nozzle. Use compressors equipped with traps that maintain the compressed air free of oil and water. Use water cleaning equipment capable of delivering water at 2000 pounds per square inch (14 MPa) of pressure from a nozzle to the crack being cleaned. Use a propane lance unit capable of producing a blast of hot air that operates at 1000 °F (538 °C) and a gas velocity of 2000 feet per second (600 m/s). Use mechanical and power driven routing and sawing equipment capable of following close to the path of cracks and of widening the cracks to the required dimension without causing excessive spalling or damage to the adjacent pavement. For sawing equipment, use diamond saw blades with a diameter of 8 inches (200 mm) or less. 423.04 Weather Limitations. Do not seal cracks if the surface is visibly damp or the temperature is below 45 °F (7 °C). 423.05 Preparation. The Engineer will designate the location of the cracks to be sealed. If routing is specified, rout cracks with an opening less than 3/4 inch (19 mm) to provide a sealant reservoir with a nominal size of 3/4 inch (19 mm) wide by 1 inch (25 mm) deep. If sawing is specified, saw all cracks to 3/4 to 7/8 inch (19 to 22 mm) wide and 7/8 to 1 inch (22 to 25 mm) deep. Use hand tools or a lightweight chipping hammer to remove all slivers of asphalt concrete less than 1 inch (25 mm) wide remaining along the crack after sawing. Immediately before sealing, sandblast both faces of the sawed crack to remove all contamination and to texture the faces. If the crack below the sealant reservoir is greater than 3/8 inch (10 mm) wide, insert a backer rod into the crack to form the bottom of the reservoir at the proper depth. Before applying the hot sealant, clean cracks by an approved method or methods to remove dust, dirt, moisture, vegetation, and other foreign material. Keep the cracks clean and dry until all sealing operations are completed. 423.06 Mixing Type II and III. Use weigh tickets in determining the specified proportion of fiber to blend into the binder. Add fibers to the binder, and mix thoroughly in the kettle. Do not allow the temperature of the sealant in the field application to exceed the safe heating temperature recommended by the manufacturer. Do not heat Type III crack sealant greater than 295 °F (146 °C). 423.07 Application of Sealant. Perform the crack sealing operation within 250 feet (76 m) of the cleaning operation. Seal only cracks that are wide enough to permit entry of sealant. Seal tightly closed cracks [less than 1/4-inch (6 mm) wide] only if they show signs of raveling 222
223 423.08 or spalling. Do not seal cracks greater than 1-inch (25 mm) wide, and do not seal spalls or cavities greater than 4 inches (100 mm) wide, unless otherwise directed. For Types I and IV crack sealants, fill the entire crack reservoir with the sealant from the bottom up to approximately 1/16 inch (2 mm) above the pavement surface. Immediately scrape the filled cracks with a V-shaped or U-shaped squeegee, or similar hand tool, to smooth the overfill. This may require more than one application of sealant. The Engineer will not accept the work if the band of sealant on the pavement surface is greater than 2 inches (50 mm) wide. For Types II and III crack sealants, place the sealant such that it fills the cracks with a band of sealant within 2 to 4 inches (50 to 100 mm) wide. The Engineer will not accept the work if the thickness on the pavement is greater than 3/16 inches (5 mm). 423.08 Opening to Traffic. Do not allow traffic on the sealant until it has cured and the possibility of tracking no longer exists. However, if the Engineer determines it is necessary to allow traffic to pass over the sealant before adequate curing, dust portland cement or other approved material over sealed cracks to eliminate pickup or tracking. 423.09 Method of Measurement. The Department will measure Crack Sealing, of the type specified, by the number of pounds (kilograms) of hot applied sealant in place, completed, and accepted. 423.10 Basis of Payment. The Department will pay for accepted quantities at the contract prices as follows: Item Unit Description 423 Pound (Kilogram) Crack Sealing, Type I 423 Pound (Kilogram) Crack Sealing with Routing, Type I 423 Pound (Kilogram) Crack Sealing with Sawing, Type I 423 Pound (Kilogram) Crack Sealing, Type II 423 Pound (Kilogram) Crack Sealing, Type III 423 Pound (Kilogram) Crack Sealing, Type II or III 423 Pound (Kilogram) Crack Sealing, Type IV ITEM 424 FINE GRADED POLYMER ASPHALT CONCRETE 424.01 Description 424.02 Composition 424.03 Materials 424.04 Mixing 424.05 Weather Limitations 424.06 Spreading and Finishing 424.07 Surface Tolerances 424.08 Acceptance 424.09 Method of Measurement 424.10 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
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
Page 201 and 202: 195 403.07 the acceptance. While wo
Page 203 and 204: 197 403.08 Table 403.08-1, but fall
Page 205 and 206: 199 407.06 407.06 Application of As
Page 207 and 208: 201 408.08 rate of application, tem
Page 209 and 210: 203 409.05 409.05 Basis of Payment.
Page 211 and 212: ITEM 411 STABILIZED CRUSHED AGGREGA
Page 213 and 214: 207 421.02 Ensure that the Binder h
Page 215 and 216: A. Source of each individual materi
Page 217 and 218: 211 421.10 If the microsurfacing is
Page 219 and 220: Item Unit Description 421 Square Ya
Page 221 and 222: 215 422.04 oversized material, revo
Page 223 and 224: 422.09 Before rolling, correct defi
Page 225 and 226: Reject aggregate that does not meet
Page 227: 422 Square Yard Double Chip Seal (S
Page 231 and 232: 225 424.04 submittal. For medium mi
Page 233 and 234: 227 441.02 If the F/A ratio using t
Page 235 and 236: TABLE 441.02-1 (CONTINUED) Course T
Page 237 and 238: TABLE 441.02-1 (CONTINUED) Course T
Page 239 and 240: 233 441.06 Limit adjustments of the
Page 241 and 242: 235 441.09 When the F-T value is sp
Page 243 and 244: 237 441.11 holding a Level 3 Asphal
Page 245 and 246: TABLE 442.02-1 GYRATION LEVEL AND M
Page 247 and 248: 241 442.06 442.06 Compaction. Cease
Page 249 and 250: TABLE 443.03-2 MIX PROPERTIES 243 4
Page 251 and 252: 2. Shot content (ASTM C612) Passing
Page 253 and 254: 446.01 Description 446.02 JMF Field
Page 255 and 256: 249 446.05 Fill core holes by the n
Page 257 and 258: 448.01 Description 448.02 JMF Field
Page 259 and 260: 450 RIGID PAVEMENT ITEM 451 REINFOR
Page 261 and 262: 255 451.04 track speed, and the fre
Page 263 and 264: 257 451.07 finishing the freshly pl
Page 265 and 266: 451.08 Immediately before paving, r
Page 267 and 268: 451.09 oil. Use an adequate bulkhea
Page 269 and 270: 263 451.15 self propelled machines
Page 271 and 272: 265 451.18 When zones of deficient
Page 273 and 274: 267 452.04 directs in writing. The
Page 275 and 276: 269 499.03 C. Concrete Classes. Usi
Page 277 and 278: 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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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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299 506.04 506.04 Basis of Payment.
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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
Page 407 and 408:
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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
Page 417 and 418:
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 ......
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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
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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:
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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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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
Page 483 and 484:
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 (
Page 489 and 490:
Line Type Normal Spacing Feet (Mete
Page 491 and 492:
B. Work zone signal, pole, or contr
Page 493 and 494:
615.05 specified in Item 606, excep
Page 495 and 496:
Page 497 and 498:
TABLE 617.06-1 Material Conversion
Page 499 and 500:
493 619.02 Furnish neat, sanitary,
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495 620.03 620.03 Layout. Lay out a
Page 503 and 504:
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
Page 509 and 510:
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
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
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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
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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
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Item Unit Description 631 Each Sign
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539 632.04 Ensure that major items
Page 547 and 548:
541 632.06 Upon acceptance of the p
Page 549 and 550:
543 632.15 against undisturbed soil
Page 551 and 552:
545 632.23 Support cables installed
Page 553 and 554:
547 632.28 complete test records, t
Page 555 and 556:
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
Page 561 and 562:
555 633.15 and software, in one or
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557 633.17 5. A minimum of three ti
Page 565 and 566:
559 633.18 potential modifications
Page 567 and 568:
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
Page 573 and 574:
567 638.13 Install valve boxes on a
Page 575 and 576:
569 638.16 it to the extended branc
Page 577 and 578:
571 638.20 638 Foot (Meter) ___ inc
Page 579 and 580:
573 641.03 641.03 General. Apply li
Page 581 and 582:
575 641.05 At the end of the projec
Page 583 and 584:
577 641.10 communication between th
Page 585 and 586:
Keep the paint thoroughly mixed dur
Page 587 and 588:
ITEM 643 POLYESTER PAVEMENT MARKING
Page 589 and 590:
Page 591 and 592:
644.04 Ensure that the applicator p
Page 593 and 594:
644 Foot or Square Foot Removal of
Page 595 and 596:
646.07 Basis of Payment 589 646.01
Page 597 and 598:
591 646.04 Perform operations in su
Page 599 and 600:
B. The marking has cyclical soft sp
Page 601 and 602:
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.
Page 619 and 620:
659.17 may also mix the grass seed
Page 621 and 622:
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
Page 637 and 638:
631 700.00 Spec No. Material Materi
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Page 641 and 642:
Page 643 and 644:
Page 645 and 646:
Page 647 and 648:
Page 649 and 650:
Page 651 and 652:
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Page 655 and 656:
Page 657 and 658:
Page 659 and 660:
Page 661 and 662:
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Page 665 and 666:
702 ASPHALT MATERIAL 702.00 Accepta
Page 667 and 668:
661 702.01 the asphalt concrete mix
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663 702.06 702.06 Asphalt for Water
Page 671 and 672:
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
Page 679 and 680:
2. Physical properties. Percent of
Page 681 and 682:
Deleterious substances shall not ex
Page 683 and 684:
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
Page 695 and 696:
689 704.01 2. Type B material has a
Page 697 and 698:
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
Page 719 and 720:
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
Page 731 and 732:
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
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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
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
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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