Loading...
ST0001-LR020701 (2):RoneEngineerS 8908 Ambassador Row Dallas, Texas 75247-4510 (214) 630-9745 (214) 630-9819 (fax) REPORT OF HMAC TESTING CHent: City of Coppell Attn: Ms. Susan Taylor - Engineering Dept PO Box 478 Coppell TX 75019 Project: Creekview Drive and ' Freeport Parkway Coppel~, TX Services: HMAC Testing Report No.: 153072 Project No.: 015729 Date of Service: 06/26/2002 Report Date: 07/01/2002 Report of Test On this date, a Rone Engineers, Inc. representative collected material for HMAC Testing. The results are attached. Technician Time: Page 1 of 2 Technician: Oscar Garza Report Distribution: (1) City of Coppell (1) City of Coppell (1) Infrastnmture Se~,~ces, I~c. (1) Schrickel, Rollins & Assoc., Inc. 12:30pm - 2:00pm Roy~~,Inc. Pr~ect M~ag~ LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Inc. 99DK Page 1 of 1 Ro gineers 890~ ~mbassad0r Ro~ Client: Project: Location: City of Coppell Creekview Ddve and Freeport Parkway - Coppell, TX Freeport Parkway, Station 37+00, southbound, 8' east of median Report No.: Project No.: Date of Service Page 2 of 2 153072 015729 06/26/2002 Supplier: Sample No: APAC 1 Plant: 424 Tex340 Sieve Size To~l%Passing TxDot SpecificaUons 1/2 100 95 100 3/8 97.5 95 100 #4 65.6 70 90 #10 39.8 50 70 #~0 22.2 30 50 #80 12.2 20 34 fY200 4.2 1 6 %asphalt 4.48 Density-Laborato~ Remolds Tex 207-F, 227-F Required 96.7 96% +F 1.5 Stability Tex 208-F 56 I 35 min. Theoretical 2.504 I NA Mix Design: Mix Type: Truck #: Ticket #: 1857 D P458P 8933