Attch_2_-_Asphalt-SOW.pdf

24 May 2016

Statement of Work

Asphalt Requirement

Government Pickup: Vendor shall be responsible for loading the asphalt materials into government dump trucks. The government will provide 24 hour notice prior to picking up any materials Monday through Saturday, and 48 hour notice for Sunday pick up requirements. In accordance with Asphalt Technical Provision 02600 (which is the normal industry standard for asphalt), asphalt shall not be heated over 325 F. Asphalt mixtures which have cooled below 180 F will not be spread. Re-heating will not be permitted. Contractors will need to ensure their temperature is at a degree when it leaves their plant so when the asphalt arrives to the job site within normal road conditions, (aka minus accidents, closed roads, etc.) the mixture is no less than 285 degrees which is stated within the SOW.

Delivery Hours: Normal operating hours are 7:00 A.M. through 4:00 P.M. Monday through Friday, BUT must Must be able to take evening/night calls. A twenty-four (24) hour advance notice and coordination between the contractor and the government representative is required prior to any Saturday or Sunday deliveries. Upon delivery of any material, weight tickets shall be provided for each load to the government representative or to a designated location.

Quality Control Test Reports: Contractor shall provide daily quality control test results of all materials in accordance with the specifications for each mixture type upon request of the Heavy Repair Shop, 773d Civil Engineer Squadron.

If you need further information call: Mr. Gary Sliwa @ 229-0461 or Mr. Dennis Sessler @ 552- 5922.

Exhibit A Specifications, Estimated Quantities, and Prices

Line Item Description

Estimated Quantity

Unit of Issue Unit Price

Extended Price

Muni-E Mix and/or State Type

IIA

Short Ton

TOTAL

Item 0001 - Hot Mix Asphalt, State Type IIA

The Hot Mix Asphalt State Mix Designs supplied are in accordance with the Alaska Department of Transportation and Public Facilities Standard Specifications for Highway Construction 2004

Edition, Division 400---Asphalt Pavements and Surface Treatments Section 401 through 401- 501 and Section 703-2.04 Aggregate for Asphalt Concrete Pavement, Table 703-3 Broad Band Gradations for Asphalt Concrete Pavement Aggregate. The Liquid Asphalt is PG 52-28 type product. The anti-stripping agent Y4 is one percent per ton of Liquid Asphalt Cement.

Asphalt Concrete State Type IIA shall be blended to meet the design range indicated in Table2 as follows:

TABLE 2. REQUIREMENTS FOR GRADATION OF AGGREGATE

U.S. Standard Sieve Total Percent by Weight Passing 3/4” 100

1/2” 84 - 96 3/8” 77 - 89 #4 55 - 67 #8 40 - 52 #16 29 - 39 #30 22 - 30 #50 13 - 21 #100 5 - 11

#200 3 - 7 Asphalt Content 5.4 - 6.2 (By weight of Mix)