1. Contractor must be able to provide Aggregates to the requesting departments, which meet or exceed the specifications contained in this document. 2. Franklin County Highway Department will purchase aggregate materials as needed from a particular supplier based on price per ton and distance to the jobsite. Actual orders will be needed in varying quantities and type by project location. 3. Delivery charge shall include material cost and all costs associated with loading, hauling and unloading. Delivery charge shall be included in the bid per ton of material delivered. 4. Typical materials requested are listed in the Price Sheet. This bid is included but not limited to the listed items. Contractors may submit additional items along with bid pricing as extra sheet. 5. Aggregate shall meet specifications for the specific type of aggregate as noted in Sections 1001, 1006, 1007 and 1009 in the 2019 edition of the Missouri Standard for Specifications for Highway Construction. 6. Type 1 Rock Blanket and Type 2 Rock Blanket shall conform to Section 611.30.2 from the 2019 Missouri Standard Specification for Highway Construction. Each item must conform to these standards for acceptance and payment. By placing this bid, the bidder certifies that the material complies with these specifications. 7. Traction Material may include aggregate or bottom ash cinders or other similar products. All material shall pass a 3/8” sieve. The traction material shall consist of supplying clean cinder materials. This specification covers cinders for winter maintenance purposes. Screened/washed wet bottom boiler slag. Black/brown in color (black preferred). Cinders should be equal to cinders from Charah (Eco-Sand) as visually approved by Highway Department personnel. 8. Before the first load of 1” Minus (Wet Base) aggregate is picked up or delivered, the results of a standard proctor test shall be on file at the Franklin County Highway Office. The test shall be signed and sealed by a professional engineer and include a maximum density and optimum moisture. One (1)” Minus (Wet Base) aggregate shall be stockpiled containing the optimum moisture. The standard proctor test may be attached to the bid sheet. 9. Trap Rock: The aggregate shall be 3/8” washed and screened trap rock of precambrian rhyolite porphyry origin from the Iron County area or granite porphyry trap rock. The graduation shall be: ½” sieve – 100% passing 3/8” sieve – 92-100% passing #4 sieve – 0-10% passing 10. Pea Gravel: The aggregate shall be washed
