2010 Construction and Material Specifications - Ohio Department of ...
2010 Construction and Material Specifications - Ohio Department of ... 2010 Construction and Material Specifications - Ohio Department of ...
451.19 cross-section of the plans plus additional widening as the Engineer directs in writing. The Department will field measure the length along the centerline of each roadway or ramp. The Department will determine the area based on the above width and length. 451.19 Basis of Payment. Payment is full compensation for furnishing and placing all materials including reinforcing steel, dowels, and joint materials; for furnishing the 10-foot (3 m) rolling straightedge; and for coring the pavement. For pavement found deficient in thickness, the Department will pay a reduced price according to 451.17. The Department will not pay extra for pavement with an average thickness in excess of that shown on the plans. The Department will pay for accepted quantities at the contract price as follows: Item Unit Description 451 Square Yard Reinforced Concrete Pavement (Square Meter) ITEM 452 NON-REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT 452.01 Description 452.02 Construction 452.03 Method of Measurement 452.04 Basis of Payment 452.01. Description. This work consists of constructing a non-reinforced portland cement concrete pavement on a prepared surface. 452.02 Construction. The requirements of Item 451 apply, except as follows. Do not comply with the requirements of 451.07. Provide dowels at transverse contraction joints in mainline pavement, ramps, acceleration/deceleration lanes, or collector/distributor lanes. Dowels for contraction joints in concrete shoulders on mainline pavement, ramps, acceleration/deceleration lanes, or collector/distributor lanes are not required unless the contraction joint is located within 500 feet (150 m) of a pressure relief joint. Space contraction joints according to the standard construction drawings. If Item 452 pavement is specified for shoulders and is tied longitudinally to Item 451 or 305 pavement, match the joints in the shoulder pavement to the spacing and alignment of the adjacent pavement. Do not place construction joints within 6 feet (1.8 m) of another parallel joint. 452.03 Method of Measurement. The Department will measure Non- Reinforced Concrete Pavement by the number of square yards (square meters) completed and accepted in place. The width equals the pavement width shown on the typical cross-sections of the plans plus additional widening as the Engineer 266
267 452.04 directs in writing. The Department will field measure the length along the centerline of each roadway or ramp. 452.04 Basis of Payment. Payment is full compensation for furnishing and placing all materials, for surface testing, and for coring the pavement. For pavement found deficient in thickness, the Department will pay a reduced price according to 451.17. The Department will not make additional payment over the contract unit price for any pavement with an average thickness in excess of that shown on the plans. The Department will pay for accepted quantities at the contract price as follows: Item Unit Description 452 Square Yard Non-Reinforced Concrete Pavement (Square Meter) ITEM 499 CONCRETE—GENERAL 499.01 Description 499.02 Materials 499.03 Proportioning 499.04 Proportioning Options for Portland Cement Concrete 499.05 Additional Classes of Concrete for Rigid Replacement 499.06 Equipment 499.07 Handling, Measuring, and Batching Materials 499.08 Batch Plant Tickets 499.09 Mixing Concrete 499.01 Description. This specification consists of proportioning and mixing portland cement concrete. 499.02 Materials. Furnish materials conforming to: Portland cement ......................... 701.01, 701.02, 701.04 [1] ..................................................... 701.05 and 701.09 [2] Microsilica .............................................................. 701.10 Ground granulated blast furnace slag (GGBFS) ........................................ 701.11 Fly ash .................................................................... 701.13 Fine aggregate [3] ...................................................... 703.02 Coarse aggregate ..................................... 703.02, 703.13 [4] Air-entraining admixture ........................................ 705.10 Chemical admixture for concrete [5] ......................... 705.12 [1] Use only 701.04 cement in all High Performance Class concrete. [2] The Contractor may use 701.09, Type I(SM) only between April 1 to October 1 and when 705.10 air-entraining admixture is added at the mixer. Do not use Type I(SM) with Options 1 and 3 or with any Class HP concrete. [3] 703.02 natural sand or sand manufactured from stone as specified in Item 703.02.A.3 is required in 255, 256, 451, 452, 526, and 511 deck slabs.
- 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 and 228: 422 Square Yard Double Chip Seal (S
- Page 229 and 230: 223 423.08 or spalling. Do not seal
- 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: 265 451.18 When zones of deficient
- Page 275 and 276: 269 499.03 C. Concrete Classes. Usi
- Page 277 and 278: TABLE 499.03-4 CLASS HP CONCRETE 27
- Page 279 and 280: 273 499.04 However, do not change t
- Page 281 and 282: TABLE 499.04-2 OPTION 2 CONCRETE (C
- Page 283 and 284: 277 499.06 rigid pavement removal a
- Page 285 and 286: TABLE 499.08-1 EVERY BATCH TICKET N
- Page 287 and 288: 281 499.09 When approved by the Eng
- Page 289 and 290: 283 501.04 Prepare the shop drawing
- Page 291 and 292: 285 501.05 drawing at least 24 hour
- Page 293 and 294: 287 501.05 ii. Erection sequence fo
- Page 295 and 296: 289 502.01 Accompany all certified
- Page 297 and 298: 291 503.01 503.01 Description. This
- Page 299 and 300: 293 503.08 503.08 Backfill. Backfil
- Page 301 and 302: 295 504.01 provide the minimum cove
- Page 303 and 304: 297 506.03 limits of the footing 3
- Page 305 and 306: 299 506.04 506.04 Basis of Payment.
- Page 307 and 308: 507.05 Do not use a follower unless
- Page 309 and 310: 303 507.11 (75 mm) above the elevat
- Page 311 and 312: 305 508.03 To compensate for falsew
- Page 313 and 314: 509.09 Epoxy Coated Reinforcing Ste
- Page 315 and 316: TABLE 509.05-1M STANDARD BENDS Dime
- Page 317 and 318: 311 509.10 If repair is required, c
- Page 319 and 320: 511.03 Proportions 511.04 Mix Optio
- Page 321 and 322: 511.09 511.09 Slump. Within the slu
451.19<br />
cross-section <strong>of</strong> the plans plus additional widening as the Engineer directs in<br />
writing. The <strong>Department</strong> will field measure the length along the centerline <strong>of</strong> each<br />
roadway or ramp. The <strong>Department</strong> will determine the area based on the above<br />
width <strong>and</strong> length.<br />
451.19 Basis <strong>of</strong> Payment. Payment is full compensation for furnishing <strong>and</strong><br />
placing all materials including reinforcing steel, dowels, <strong>and</strong> joint materials; for<br />
furnishing the 10-foot (3 m) rolling straightedge; <strong>and</strong> for coring the pavement. For<br />
pavement found deficient in thickness, the <strong>Department</strong> will pay a reduced price<br />
according to 451.17.<br />
The <strong>Department</strong> will not pay extra for pavement with an average thickness in<br />
excess <strong>of</strong> that shown on the plans.<br />
The <strong>Department</strong> will pay for accepted quantities at the contract price as follows:<br />
Item Unit Description<br />
451 Square Yard Reinforced Concrete Pavement<br />
(Square Meter)<br />
ITEM 452 NON-REINFORCED PORTLAND CEMENT CONCRETE<br />
PAVEMENT<br />
452.01 Description<br />
452.02 <strong>Construction</strong><br />
452.03 Method <strong>of</strong> Measurement<br />
452.04 Basis <strong>of</strong> Payment<br />
452.01. Description. This work consists <strong>of</strong> constructing a non-reinforced<br />
portl<strong>and</strong> cement concrete pavement on a prepared surface.<br />
452.02 <strong>Construction</strong>. The requirements <strong>of</strong> Item 451 apply, except as follows.<br />
Do not comply with the requirements <strong>of</strong> 451.07.<br />
Provide dowels at transverse contraction joints in mainline pavement, ramps,<br />
acceleration/deceleration lanes, or collector/distributor lanes. Dowels for<br />
contraction joints in concrete shoulders on mainline pavement, ramps,<br />
acceleration/deceleration lanes, or collector/distributor lanes are not required<br />
unless the contraction joint is located within 500 feet (150 m) <strong>of</strong> a pressure relief<br />
joint.<br />
Space contraction joints according to the st<strong>and</strong>ard construction drawings. If<br />
Item 452 pavement is specified for shoulders <strong>and</strong> is tied longitudinally to Item 451<br />
or 305 pavement, match the joints in the shoulder pavement to the spacing <strong>and</strong><br />
alignment <strong>of</strong> the adjacent pavement.<br />
Do not place construction joints within 6 feet (1.8 m) <strong>of</strong> another parallel joint.<br />
452.03 Method <strong>of</strong> Measurement. The <strong>Department</strong> will measure Non-<br />
Reinforced Concrete Pavement by the number <strong>of</strong> square yards (square meters)<br />
completed <strong>and</strong> accepted in place. The width equals the pavement width shown on<br />
the typical cross-sections <strong>of</strong> the plans plus additional widening as the Engineer<br />
266
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