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ST0701-LR090929FI E o LD DENSI 9 YOc TEST O R Service Date: 09/23/09 8901 Carpenter Frwy. Report Date: 09/29/09 Dallas, TX 75247 214- 630 -1010 Rep- No: F -3272 Client Project City of Coppell TX Attn: Keith Marvin PO Boa 9478 Coppell, TX 75019 Southwestern Boulevard Coppell Road to Grapevine Creek Coppell, TX Field Test Data Test No. Test L ocation Probe Wet Water Water Dry Unit Percent Lift / Mat. Depth Density Content Content Weight Compaction Elev. No. (in) (pef) (pcf) ( %) (pcf) ( % t) Storm Sewer manhole, Line A, Sta. 0 +64 Project Number: 94091193 Material Information Lab Test Data Project Requirements 1 Sta. 0 -1 -64, S side Optimum Max. Lab 6 121.4 22.0 Water Dry Unit Water Minimum Mat. Proctor Laboratory Content Weight Content Compaction No. Ref. No. Classification and Description Test Method ( %) (Pcf) ( %) (%) 1 94091 193.0002 Dark brown clay, with sand ASTM D698 24.2 94.6 0/ +4 95 Field Test Data Test No. Test L ocation Probe Wet Water Water Dry Unit Percent Lift / Mat. Depth Density Content Content Weight Compaction Elev. No. (in) (pef) (pcf) ( %) (pcf) ( % t) Storm Sewer manhole, Line A, Sta. 0 +64 1 Sta. 0 -1 -64, S side 7.5' bfg 1 6 121.4 22.0 22.1 * 99.4 105 2 Sta. 0 +64, W side 7.5' bfg 1 6 122.7 22.0 21.8 * 100.7 106 3 Sta. 0 +64, E side 8.5' bfg 1 6 121.2 21.8 21.9 * 99.4 105 4 RETEST OF TEST #I - Sta. 7.5' bfg 1 6 120.4 26.5 28.2 93.9 99 0 +64, S side 5 RETEST OF TEST #2 - Sta. 7.5' bfg 1 6 120.5 26.0 27.5 94.5 100 0 +64, W side 6 RETEST OF TEST #3 - Sta. 8' bfg 1 6 118.4 25.6 27.6 92.8 98 0 +64, E side Datum: bfg = below final grade Gauge ID: 1960 Comments: An asterisk ( *) appears next to the test results which do not meet the project requirements as noted above. Services: Perform in -place density and moisture content tests to determine degree of compactbn and material moisture condition. Terracon D- Cit e Started: 0900 Reported To: Eloy - Lacy Construction Finished: 1500 Contractor: Lacy Construction Report Distribution: (1) City ol'Cuppell Tx (1) City of Coppell TX Reviewed By: (1) City ol'Cbplxll 'I'x (2) Hniff Assoc Inc (1) Lacy Construction (1) PncTntst Pacific Realty Associates LP Test Methods: ASTM D6938 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. ('wuuq..t- ;o.uo. Rr,.2 Page I of I