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SECTION 8 <br /> <br />AGGREGATE BASE ROADWAY <br /> <br />8-01 <br /> <br />8-02 <br /> <br />Aggregate Base Roadway shall conform to'the applicable provisions of <br />Section 26 of the Standard Specifications with the following <br />modifications: <br /> <br />Ce <br /> <br />de <br /> <br /> A§gregate Base shall be Class 2, 1-1/2 inch maximum. <br /> <br /> Aggregate Base shall be spread in accordance with the requirements <br /> for spreading aggregate subbase as specified in Section 25 of the <br /> Standard Specifications. <br /> <br /> All aggregate base for a given area of suitable size shall be <br /> uniformly placed before spreading operations begin. No spreading <br /> operation shall begin until the uniformity and volume of material <br /> in such given area has been checked and approved by the Engineer. <br /> <br /> In order to minimize segregation, spreading shall be done in a <br /> maximum of four passes of the spreading equipment. Should <br /> segregation occur, the Contractor shall replace the entire volume <br /> in a windrow, add binder as necessary, and again spread the <br /> material to final grade at his own expense. Overworking of base <br /> materials causing segre9ation and rock pockets will not be <br /> allowed. <br /> <br />e. Any material delivered or deposited on grade exceeding workable <br /> moisture content, may be rejected by the Engineer and shall <br /> immediately be removed by the Contractor. <br /> <br />f. The aggregate base shall be compacted to 90%. <br /> <br />Measurement and Payment. The quantity to be paid for will be the number <br />of square feet of aggregate base, 6" thick, properly placed. <br /> Payment will be at the contract unit price per square foot or.aggregate <br /> base and shall include payment for furnishing, placing and compacting <br /> the aggregate base and all other necessary incidentals. <br /> <br />CDS.i.iO 8-1 <br /> <br /> <br />