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Coppell Industrial-LR010927 GEOTECHNICAL AND ~ R r-i I I i== ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial~ Ltd. REPORT NO. 188 c/o Champion Partners, Ltd. REPORT DATE: 09-27-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 TECHNICIAN: L,Johnosn ATTN: Mr. Kerry Burden PAGE: 1 of 2 CONTRACTOR: C.D. Henderson, Inc. Proctor ASTM I OptimumI Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 23,5 91,5 2 D-698 Brown & light brown clay 23.0 94.0 3 D-698 Brown and tan clay 17,0 106,0 4 D-698 Dark brown clay (lime-treated) 18.5 100.5 5 D-698 Light brown clay (lime-treated) 18.5 99.0 6 D-698 Brown clay (lime-treated) 19.5 99.0 7 D-698 Flex base (crushed cement & rock) 12.5 112,0 Depth ~ Below Field Field Test Final S. G. Density Moisture Proctor Compaction' No. Date Location (feet) (pcf) (%) ID Level (%) 476 09-19-01 Leave-out: 275'S, 2'W(1) 3.5 90,8 27.9 1 99.2 478 Leave-out: 359'S, 2'W(1) 3.5 92,2 24.6 1 98.1 479 09-20-01 Leave-out: 400'S, 3'W(1) 2.8 88,8 26.4 1 97.1 480 Leave-out: 402'S, 3'W(1) 2.1 88.7 26.5 1 96.9 481 Leave-out: 250'S, 3'W(1) 2.8 89.4 25.8 1 97.7 482 Leave-out: 248'S, 2'W(1) 2.1 87.7 27.6 1 95.8 483 Leave-out: 100'S, 2'W(1) 2.8 88.1 27.1 1 96.3 484 Leave-out: 101'S, 2'W(1) 2.1 90.1 27.0 2 95.9 485 Leave-out: 300'N, 2'E(2) 3.0 88.8 26.3 1 97.1 486 Leave-out: 150'N, 2'E(2) 2.3 91.1 26.0 2 96.9 487 Leave-out: 75'N. 2'E(2) 1.6 90.8 26.2 2 96.6 488 Leave-out: 50'N, 2'E(2) 0.8 90.0 27.1 2 95.7 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. building corner. (2) Measurements referenced from S.W. building corner. 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -EL [214] 350 5600 · =AX [214] 350 0019