ASPHALT CONCRETE PAVEMENT Sample Clauses
ASPHALT CONCRETE PAVEMENT. The plant mix materials from which the asphaltic pavement is manufactured and the plant at which it is manufactured shall meet the requirements of the State of Georgia Department of Transportation (GDOT), Standard specifications, Articles 820; 802; 883; 831; 828; and 882. Load tickets that meet Georgia Department of Transportation Specifications must accompany all delivered materials. The Contractor must supply copies of all asphalt tickets to the City. Refer to plan sheet 5-002 for asphalt depths.
ASPHALT CONCRETE PAVEMENT. A. Contractor shall place asphalt concrete on prepared aggregate base as specified below (exception will be “skin patch”).
B. All design mixes for asphalt shall be used as specified in the geographic area by the State of California, Department of Transportation and as outlined in the standard specification of the State of California, Department of Transportation.
C. Apply a paint binder coat to all vertical surfaces of cut pavement or exposed curb, prior to placing asphalt.
D. Spread asphalt, three (3) inch mix aggregate, either using spreader box of small tractor with drag blade to a uniform surface, to grade, free from lumps, pockets and course material.
E. Compact pavement, using tandem roller developing compression of 250 to 350 pounds of 95% of paving mixtures. Completed surface shall be thoroughly compacted, smooth, true to grade and cross section, free from ruts, humps, depression, or irregularities.
ASPHALT CONCRETE PAVEMENT. The plant mix materials from which the asphaltic pavement is manufactured and the plant at which it is manufactured shall meet the requirements of the State of Georgia Department of Transportation (GDOT), Standard specifications, Articles 820; 802; 883; 831; 828; and 882. Load tickets that meet Georgia Department of Transportation Specifications must accompany all delivered materials. The Contractor must supply copies of all asphalt tickets to the City. Refer to plan sheet 5-002 for asphalt depths. This work shall consist of placement of Thermoplastic Pavement Markings. Final (thermoplastic) pavement markings shall be placed at least 20 calendar days but no more than 60 calendar days after placement of final asphalt lift. Final pedestrian crosswalk markings shall adhere to the latest standards. Pavement marking materials shall meet GDOT standard specifications and be on the qualified products list. The Contractor shall install temporary paint pavement markings prior to re-opening the roadway. This work will be considered incidental and should be included in the lump sum bid for Traffic Control. The 20 day wait period for installing final thermoplastic striping will not count against the available calendar days as long as all other work is complete, including temporary centerline striping, and the road has been re-opened.