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

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

706.04 11.2 Select the specified number of pipe, as noted in the “Minimum Requirements for Sampling Materials” table, for the purpose of test at the plant and at random from the lot to be shipped or at the project site from the pipe delivered and that are pipe that would not otherwise be rejected under these Specifications. Test pipe according to Section 5.1.1 except the Laboratory may accept pipe 54 inches (1350 mm) and larger in diameter according to Section 5.1.2 and the following requirements: 1. When pipe from a plant has been approved by the Laboratory for a specified design, pipe from the same plant with wall and steel area not less than the approved pipe may be approved by means of tests on cores verifying absorption, strength, wall, and steel area. 2. When it has been established that two or more plants have complied with the above requirements for the class and size under consideration and the plant under consideration has established compliance with the above requirements for an adjacent size, and the wall and steel area are not less than the pipe tested at the two plants. 11.3.1 Ensure that the load to produce a 0.01-inch (0.3 mm) crack and the ultimate load as determined by ASTM C 497 (ASTM C 497M) three-edge bearing method, is not less than shown in Tables 1, 2, and 706.04-1. The ultimate strength test may be waived when the test load on the pipe reaches 115 percent of the required 0.01-inch (0.3 mm) crack D-load without developing a 0.01-inch (0.3 mm) or larger crack. 11.4 Perform compression tests for satisfying the minimum specified concrete strength requirement from cores drilled from the wall of the pipe. Ensure that the diameter of the core is such that the capped height to diameter or L/D ratio lies between one and two. Ensure that the cores are secured, prepared for testing, and tested by methods prescribed in the appropriate sections of ASTM C 497 (ASTM C 497M). Ensure that the compressive strength of each core tested is equal to or greater than the design strength of the concrete. If a core does not meet the required strength, test another core from the same pipe. If this core does not meet the required strength, the Department may reject the pipe. Make additional tests on other pipe to determine the acceptability of the lot. When the cores cut from a section of pipe successfully meet the strength test requirement, ensure that the core holes are plugged and sealed by the manufacturer in a manner such that the pipe section will meet all of the test requirements of these Specifications. 11.9 Does not apply. 11.10 Does not apply. 14 Perform inspection at the project site. Obtain random samples from material delivered to the project site or at other locations designated by the laboratory. Ensure manufacturers of these materials are certified according to Supplement 1074. 16 In addition, place the plant location on each pipe, and for pipe manufactured to design requirements of 706.04-1 place the letter “A” after the pipe 712
706.05 class. Ensure that the markings are legible and indented in the pipe section or painted on with waterproof paint. TABLE 706.04-1 DESIGN REQUIREMENTS FOR HORIZONTAL ELLIPTICAL PIPE Equivalent Round Size (in) Rise (in) × Span (in) Minimum Wall Thickness (in) Minimum Reinforcement (in 2 /ft) HE-II HE-III D-Loads 0.01=1000 0.01 = 1350 Utl. = 1500 Utl. = 2000 78 63 × 98 8 3 lines totaling 0.87 3 lines totaling 1.23 84 68 × 106 8 1/2 3 lines totaling 0.97 3 lines totaling 1.33 90 72 × 113 9 3 lines totaling 1.03 3 lines totaling 1.43 96 77 × 121 9 1/2 3 lines totaling 1.13 3 lines totaling 1.54 102 82 × 128 9 3/4 3 lines totaling 1.23 3 lines totaling 1.70 108 87 × 136 10 3 lines totaling 1.43 3 lines totaling 1.85 The test load in lb/ft equals D-load x nominal inside span in feet. Concrete strength=5000 psi. TABLE 706.04-1M DESIGN REQUIREMENTS FOR HORIZONTAL ELLIPTICAL PIPE Equivalent Round Size (mm) Rise (mm) × Span (mm) Minimum Wall Thickness (mm) Minimum Reinforcement (cm 2 /m) HE-II HE-III D-Loads 0.03 = 50.0 0.03=65.0 Utl. = 75.0 Utl.=100.0 1950 1585 × 2495 200 3 lines totaling 18.4 3 lines totaling 26.0 2100 1705 × 2690 213 3 lines totaling 20.5 3 lines totaling 28.2 2250 1830 × 2880 225 3 lines totaling 21.8 3 lines totaling 30.3 2400 1950 × 3070 238 3 lines totaling 23.9 3 lines totaling 32.6 2550 2075 × 3265 244 3 lines totaling 26.0 3 lines totaling 36.0 2700 2195 × 3455 250 3 lines totaling 30.3 3 lines totaling 39.2 The test load in kN/m equals D-load x nominal inside span in mm. Concrete strength=34.5 MPa. 706.05 Precast Reinforced Concrete Box Sections. Provide precast reinforced concrete box section conforming to ASTM C 1577, with the following modifications: Ensure that manufacturers of precast concrete members are certified by the Laboratory according to Supplement 1073. 6.2.1 Provide cement according to 701, except 701.07. 6.2.2 Provide fly ash according to 701. 6.3 Provide aggregates conforming to the quality requirements of 703.02. 713
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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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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
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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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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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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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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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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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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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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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702 ASPHALT MATERIAL 702.00 Accepta
Page 667 and 668: 661 702.01 the asphalt concrete mix
Page 669 and 670: 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: 711 706.03 with elliptical reinforc
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: 725 706.12 Furnish materials accord
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
Page 739 and 740: 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
Page 745 and 746: 739 707.41 7.4 When tested in accor
Page 747 and 748: 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:
773 721.02 Furnish materials accord
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:
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
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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