Laserfiche WebLink
4D <br />h <br />I <br />L <br />The mixture shall be deposited on the prepared base at the back of the travel <br />mixer and spread in a uniform Payer so as to produce the specified thickness after <br />compaction. <br />4. Compaction; <br />After spreading, the mixture shali be thoroughly and uniformly compacted with a <br />self-propelled steel -wheeled roller to obtain a thoroughly compacted pavement. <br />The roller shall be a 8-12 tori, steel -wheeled type. <br />5. Blotting: <br />immediately after compacting the mix a fine aggregate may be uniformly spread <br />at a rain not tri exceed 12 Ifra.ls.y.. Blotting may be necessary to prevent tracking <br />and may allow roadway to be opened to traffic sooner. If roadway is blotted, a final <br />compaction is required. <br />340-5 Basis of Payment <br />Work and incidental costs specified as being covered under this Section will be paid for <br />at the contract unit price for quantities satisfactorily completed and accepted. <br />Payment shall be made under: <br />Item No. 340 - Open -Graded Emulsified Mix Porous Pavement (3") - Per Square Yard <br />SECTION 425 - INLETS, MANHOLES AND JUNCTION BOXES <br />425-1 Description <br />The work specified in this section shall conform to Section 425 of the F.D.0,T.S.S.. <br />425-5 Basis of Payment <br />Work and incidental costs specified as being covered under this Section will be paid for <br />at the contract unit price per each satisfactorily completed and accepted. <br />Payment shall be made under: <br />item No. 425-'i-527 - inlet (I ype G, XIV) - Per Each <br />Item No. 425-1-571 - Inlet (Type G, C10') - Per Each <br />SECTION 430 - PIPE CULVERTS AND STORM SEWERS <br />430-1 Description <br />The work specified in this section shall conform to Section 430 of the F.D.O.T.S.S.. <br />TECHNICAL SPECIFICATIONS <br />7 <br />