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SECTION 104

401-3.05 ASPHALT MIXING PLANT. Meet AASHTO M 156. Use an HMA plant capable of producing at least 150 tons of HMA per hour noted on posted DEC air quality permit, designed to dry aggregates, maintain consistent and accurate temperature control, and accurately proportion asphalt binder and aggregates.

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SECTION 900 – MATERIALS DETAILS

(a) Sampling Bituminous Materials AASHTO T 40. The following exceptions to AASHTO T 40 shall apply: 1. Samples may be obtained at any time before material is incorporated into the work. 2. Samples for all grades of asphalt emulsion shall be a minimum of 1.9 L (1/2 gal.). The size of samples of other liquid material may be 1.0 L (1 qt). 3.

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Aggregate Industries | Building Materials | At The Heart Of

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TEST dESCRIPTION AASHTO Test Method Specifications Minimum Maximum Viscosity @122ºF, SFS T 59 200 400 Storage Stability 1 day % T 59 --- Note 1 Demulsibility 35 ml. 0.8% Dioctyl Sodium Sulfosuccinate T 59 40 --- Particle Charge T 59 Positive --- Sieve Test % T 59 --- 0.30 Distillation Oil distillate by vol. of emulsion % T 59 (Note 1) 0 Note 3 ...

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– Worn, cut or missing seat belts (any seat belt over three (3) years old must be replaced regard-less of condition); – Damaged windows in the operator’s compartment; – Worn, rubbing or abraded electrical insulation and hoses; – Any fluid leaks; and – Missing or damaged guards. It is the machine owner’s or employer’s responsi-

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PDF Chapter 5 DESIGN STANDARDS AND SPECIFICATIONS

IRC: 5-1998 - Section I- General Features of Design (Seventh Revision) IRC: 6-2014 - Section II- Loads and Stresses (Revised Edition) IRC: 112-2011 - Code of Practice for Concrete Road Bridges

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