The vendor shall load and weigh all material. The County shall supply hauling. 1) WSDOT Specification 9-03.9(3) Top Course Percent Passing Sieve: ¾″- 99-100%. ½″- 80-100%. No. 4- 46-66%. No. 40- 8-25%. No. 200- 10.0 max. % Fracture- 75% min. Sand Equivalent- 40 min; 2) IDT Specification 703.04 Aggregate for Untreated Base, Treated Base, and Road Mix ¾” in. B Percent Passing Sieve: 1”- 100%. ¾”- 90–100%. No. 4 40–65%. No. 8 30– 50%. No. 200 3.0-9.0%. % Fracture- 60 min. Sand Equivalent- 30% min; 3) Alternate ¾” Crushed Surfacing Product: Vendor shall supply the County with a written gradation of the proposed product as a supplement. Testing shall be required at the County’s laboratory of choice. The vendor shall bear all expense of acceptance testing for this product.
