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Emulsion Specifications <br />Limit <br />ASTM <br />Flash Point (Tap Open Cup) <br />200OF Min <br />ASTM D-1310 <br />Kisematic Viscosity at 140OF <br />.. ............................... ____ . <br />Water <br />300-4000cst <br />0.2% Max <br />ASTM D-2170 <br />ASTM D-96 <br />Aggregate Specification <br />Percent Passing <br />#89 #9 <br />3/8" <br />No.4 <br />90-100 <br />20-55 <br />100 <br />85-100 <br />No.8 <br />5-30 <br />10-440 <br />No.16 <br />0-10 <br />0-10 <br />No.50 <br />0-5 <br />0-5 <br />a. The material shall be Bit -Mat High Performance Cold patch or an approved equal. <br />b. Material must be provided in 5-gallon pails. Payment shall be for each pail of the <br />High Performance Cold patch. <br />IX. DIVISION B: PCC MATERIALS <br />B. Prevailing specifications/INDOT Standard Specification Section: 213, 502, 504, 506, 901, <br />904, 912, 913 <br />C. Additions: <br />1. Non -chloride accelerator shall be added to Class A Concrete or Class A High Early <br />Concrete at the City's request. <br />a. Each unit of non -chloride accelerator shall correspond to the quantity of additive <br />required to obtain the specified composition (0.5%, 1%, or 2%) per cubic yard of <br />concrete. <br />b. The payment for adding the non -chloride accelerator will be made for each cubic <br />yard of concrete with the additive ordered. <br />2. The requirements for 7 Bag PCC Material are as follows: <br />a. The fine aggregate shall be at least 35% but not more than 45% of the total weight <br />of the aggregate in each cubic yard. Proportions will be based upon SSD <br />aggregates. <br />b. The CMD shall produce workable concrete mixtures, with the minimum amount of <br />water, having the following properties: <br />