00740.90 749 Section 00740 - Commercial Asphalt Concrete Pavement (CACP)
Description
00740.00Scope - This Work consists of furnishing and placing commercial asphalt concrete
Pavement (CACP) to the lines, grades, t hicknesses, and Cross Sections shown or established.
Materials
00740.10Materials - 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.
00740.12Asphalt 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.
00740.13Tack Coat - Furnish tack meeting the requirements of Section 00730
00740.14Acceptance - All Material will be accepted by visual inspection by the Engineer
Construction
00740.44Placing 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.
00740.45Compacting 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
00740.80Measurement - The quantities of commercial asphalt concrete Pavement will be measured
on the weight basis.
Payment
00740.90Payment - The accepted quantities of commercial asphalt concrete Pavement will be paid
for at the Contract unit price, per T on, for the item "Commercial Asphalt Concrete Pavement".
Payment will be payment in full for furnishing and placing all Materials, and for furnishing all Equipment , labor, and Incidentals 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.