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2800. BITUMINOUS STREET REPAIR <br />General Requirements <br />2800.0 SPECI_FICA_TION REFERENCE: The Minnesota Department of Transportations, <br />"Standard Specifications for Highway Construction," 1978 Edition and all amend- <br />ments thereto shall apply except as modified or altered in the following General <br />Requirements. <br />2800.1. DESCRIPTION: This work shall consist of miscellaneous patching and re- <br />pairing of existing bituminous surfaced streets in accordance with the following <br />requirements. <br />2800.2. MATERIALS: <br />2800.2.1. Gravel Base: Gravel base shall co:iforr: with Mn/DOT Specification 3138 <br />for Class 6 Aggregate. <br />2800.2.2. Prime Coat: Bituminous material for prime coat shall meet the quality <br />requirements of Mn/DOT Specification 3151 for MC Asphalt <br />2800.2.3. Patching Mixture: Bituminous mixture for patching shall meet the require- <br />ments of Mn/DOT "?ecification 2341. <br />2800.3. CONSTRUCTION REQUIREMENTS: <br />2800.3.1. Excavation: All existing bituminous material shall be removed from the <br />areas to be patched as designated by the Engineer. The area to be patched shall be <br />shaped to provide a square shoulder perpendic-lar to the direction of traffic. All <br />sides of the excavation shall be nearly vortical. <br />All excavated material shall be disposed of as indicated in the Special Pro- <br />visions. <br />2800.3.2. Gravel Base: Upon completion of excavation, the subgrade shall be com- <br />pacted in a manner which shall provide densities equal to "Ordinary Compaction" re- <br />quirements as specified under Mn/DOT Specification 2105. <br />Gravel base shall hp installed and covj1Rct,-d to bring the patching area to <br />proper grade and shape. The grovel hasp shall be a minimum of 6" in thickness. <br />2800.3.3. Bituminous Surface: After completion of the gravel compaction, the Con- <br />tractor shell prime the prepared L, a with MC-70 asphalt applied at a rate of <br />0.3 gallons per square yard. <br />Bituminous patching mixture meeting t'1e requirements of Mn/DOT. Specifica- <br />tion 2341 shall be placed, spread and compacted in the patch area. The bituminous <br />patch shall be at least 3" in thickness. Compaction shall be done with a self- <br />propelled steel roller of 8 ton weight with 250 pounds per linear inch compression <br />on the rear roller. <br />'"r <br />2800-1 <br />€ 2 / 7 9 <br />