Specifications include, but are not limited to: Liquid asphalt for SC800 cold mix shall conform, in all respects, to the requirements of Section 93 of the Standard Specifications for the State of California, D.O.T. Aggregate for SC800 cold mix shall conform, in all respects, to the requirements of Section 39-2.02 of the Standard Specifications for the State of California, D.O.T. The mix design for 3/8" is as follows. The percentage of oil in mix design should be 5.2% to 5.5% of dry weight of aggregate, as determined by the Engineer. The SC800 specifications for Kinematic Viscosity @ 140 degrees F. *AASHTO (test 201) to be 1,000 to 1,200 viscosity. Aggregate Sieve Size ½" 3/8" #4 #8 #30 #200 Specs: 100 95-100 x±6 x±6 x±6 3-10 Limits of gradation X-value: 73-77 58-63 29-34 2.4