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Hot Mix Asphalt Plants Truck Loading And Silo Filling Manual

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PART 4

For hot mix asphalt samples, the aggregate gradation will be determined according to WAQTC FOP for AASHTO T 30 from the aggregate remaining after the ignition oven (WAQTC FOP for AASHTO T 308) has burned off the asphalt cement. 3. Density. Cut full depth core samples from the finished hot mix asphalt within 24 hours after final rolling.

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non-heat producing tools shall be used to disconnect and drain or to cut through tank fittings. Electrical equipment (e.g., pumps, portable hand tools, etc.) used for tank preparation shall be explosion-proof. Following cutting or disconnecting of the fittings, openings leading to the tanks shall be plugged. 1.18.4 Drum and Container Handling

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CITY ENGINEERING STANDARDS FOR CITY OF CLEARWATER

B. Saw cut bituminous and concrete surfaces prior to excavation, to produce a clean-cut breakage joint. C. Dispose of all concrete and bituminous removal items, rubbish and debris outside of the construction zone. It shall be the Contractor's responsibility to secure all required permits and pay all fees associated with the

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SPECIFICATIONS

of FORTY (40) working days from the start of work, and shall schedule work in accordance with weather conditions favorable to rubberized asphalt placement (not less than 55 degrees ambient). 7. LIQUIDATED DAMAGES Attention is directed to the provisions of Section 8-1.10 “Liquidated Damages” of the Standard Specifications.

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