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Coppell Industrial-LR011012 GEOTECHNICAL AND ~ R I'-1 I I p ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 202 c/o Champion Partners, Ltd. REPORT DATE: 10-12-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 TECHNICIAN: L. Johnson ATTN: Mr. Kerry Burden PAGE: 1 of 2 CONTRACTOR: C.D. Henderson, Inc. ProctorI ASTMI Optimum 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 (%) 541 10-01-01 Leave-out: 300'N, 2'E(1) 0.0 90.3 25.9 2 96.1 542 Leave-out: 325'N, 2'E(1) 0.8 89.8 26.6 2 95.5 543 Leave-out: 335'N, 2'E(1) 0.0 90.2 26,1 2 96.0 544 Leave-out: 350'N, 2'E(1) 1.3 88.8 25.4 1 97.1 545 Leave-out: 400'N, 2'E(1) 0.7 87.7 26,8 1 95.8 546 Leave-out: 398'N, 2'E(1) 0.0 88.6 25,7 1 96.8 547 Leave-out: 406'N, 2'E(1 ) 3.0 88.9 25.2 I 97.2 548 Leave-out: 350'N, 2'E(1 ) 2.3 89.4 24.8 1 97.7 549 Leave-out: 550'N, 2'E(1) 4~3 89,2 25.1 1 97.5 550 Leave-out: 650'N, 2'E(1) 4,8 88.2 26.1 1 96.4 551 Leave-out: 750'S, 2'E(1) 5.0 87.1 27.2 1 95.2 552 Leave-out: 75'S, 2'W(2) 0.7 88.0 26.3 1 96.2 553 Leave-out: 77'S, 2'W(2) 0.0 91.3 24.9 2 97.1 554 Leave-out: 10'S, 2'W(2) 2.0 91.8 24.4 2 97.7 555 Leave-out: 12'S, 2'W(2) 1.3 88.2 26.2 1 96.4 556 Leave-out: 14'S, 2'W(2) 0.8 88.7 26.0 1 96.9 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 202 REPORT DATE: 10-12-01 REG PROJECT NO. 7394 TECHNICIAN: L Johnson PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 557 10-01-01 Leave-out: 16'S, 2'W(2) 0.0 89.8 26.5 2 95.5 558 Leave-out: 2'S, 2'W(2) 2.3 91.4 24.8 2 97.2 559 Leave-out: 2'S, 2'W(2) 3.0 91.1 25.2 2 96.9 560 Leave-out: 2'S, 2'W(2) 3.0 87.8 26.6 1 96.0 561 Leave-out: 2'S, 450'W(2) 3.3 87.7 26.9 1 95.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W. building corner. (2) Measurements referenced from N.E. building corner. Mail Submitted by: Distribution: (1) Champion Partners, Ltd./ Mr. Kerry Burden REED ENGINEERING GROUP, INC. (1) C.D.Henderson, Inc./ Mr. Jason Nunley Original Signed By (1) AECC, Inc./Mr. Fran Carter (1) Haynes Whayley Associates, Inc./ Ronald F. Reed, P.E. Mr. Kent Penrod KNmm (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone Extranet Distribution: (1) Meinhardt & Quintana/ Mr. David Meinhardt