00740Commercial Asphalt Concrete Pavement (CACP)

00740.00 Scope - This Work consists of furnishing and placing commercial asphalt concrete

Pavement (CACP) to the lines, grades, t hicknesses, and Cross Section s shown or established. Materials

00740.10 Materials - Furnish CACP that is a well -graded, uniform, durable commercial mix. All new

Materials, or a combination of new M aterials and reclaimed M aterials, may be used. If requested, provide a copy of the JMF to the Engineer before paving.

00740.12 Asphalt Cement - Use PG 64-22 or PG 64-28 unless otherwise specified in the Contract

Documents or approved. Provide aspha lt cement conforming to the requirement of ODOT's publication Standard Specifications for Asphalt Materials . Copies of the publication are available from the ODOT Pavement Services Engineer . The applicable Specifications are those contained in the curren t publication on the date the Project is advertised.

00740.13 Tack Coat - Furnish tack meeting the requirements of Section 00730.

00740.14 Acceptance - All Material will be accepted by visual inspection by the Engineer.

Construction

00740.44 Placing Asphalt Concrete - Place asphalt concrete Pavement of uniform width by either

mechanical extrusion methods or between suitable forms, as the Contractor elects. Other Pavement may be constructed without the use of forms unless otherwise directed. The Engineer may allow small or special pavers, spreader boxes, or blade graders for placing asphalt concrete. The Engineer may allow mixture to be placed by hand methods.

00740.45 Compacting Asphalt Concrete - Compaction of the asphalt concrete to a specified

density will not be required, regardless of thickness. Perform breakdown and intermediate rolling until the entire surface has been compacted with at least four Coverages by the rollers. Perform additional Coverages, as directed, to obtain finish rolling of the CACP. Along curbs and walls, on walks, irregular areas, and other areas not practically accessible to rollers, compact the mixture wi th small, self -propelled rollers, mechanical tampers, hot hand tampers, or hand rollers. On depressed areas a trench roller may be used, or cleated compression strips may be used under the roller to transmit compression to the depressed area. Measurement

00740.80 Measurement - The quantities of commercial asphalt concrete Pavement will be measured

on the weight basis. Payment

00740.90 Payment - The accepted quantities of commercial asphalt concrete Pavement will be paid

for at the Contract unit pri ce, per T on, for the item "Commercial Asphalt Concrete Pavement". Payment will be payment in full for furnishing and placing all Material s, and for furnishing all Equipment , labor, and Incidental s necessary to complete the Work as specified. No separate or additional payment will be made for reclaimed asphalt Pavement , reclaimed asphalt shingles, or asphalt cement.