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Coppell Industrial-LR011008 (3) GEOTECHNICAL AND [~ F=~ r-i I I F=~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 195 c/o Champion Partners, Ltd. REPORT DATE: 10-08-01 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. Proctorl ASTM] 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 concrete) 12.5 112.0 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 502 09-25-01 Leave-out: 100'N, 2'E(1) 0.0 89.5 25.7 1 97.8 503 Leave-out: 250'N, 2'E(1) 0.8 89.7 25.4 1 98.0 504 Leave-out: 252'N, 2'E(1) 0.0 91.1 26.0 2 96.9 505 Leave-out: 300'N, 2'E(1) 2.0 92.0 25.2 2 97.9 506 Leave-out: 575'N, 2'W(2) 0.0 88.0 26.9 1 96.2 507 Leave-out: 425'N, 2'W(2) 0.0 87.7 27.7 I 95.8 508 Leave-out: 275'N, 2'W(2) 0.0 88.8 26.4 1 97.1 509 Leave-out: 125'N, 2'W(2) 0.0 90.6 26.6 2 96.4 510 09-26-01 Leave-out: 200'N, 2'W(2) 0.0 90.4 26.6 2 96.2 511 Leave-out: 150'N, 2'W(2) 0.8 90.1 27.2 2 95.8 512 Leave-out: 100'1'4, 2'W(2) 1.5 89.4 27.8 2 95.1 513 Leave-out: 75'N, 2'W(2) 2.0 89.8 27.5 2 95.5 514 Leave-out: 260'N, 2'E(1) 0.0 88.8 26.1 1 97.1 515 Leave-out: 110'N, 2'E(1) 0.0 91.7 91.7 1 97.5 516 09-27-01 Leave-out: 150'S, 2'W(2) 0.0 91.0 26.1 2 96.8 517 Leave-out: 100'S, 2'W(2) 0.8 90.4 26.7 2 96.2 518 Leave-out: 102'S, 2'W(2) 0.0 90.7 26.5 2 96.5 519 Leave-out: 75'S, 2'W(2) 1.3 87.7 27.6 1 95.9 520 Leave-out: 50'S, 2'W(2) 4.8 88.8 26.4 1 970 521 Leave-out: 52'S, 2'W(2) 4.1 88.4 26.9 1 96.6 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 ° FAX [214] 350 0019 I~EPORT NO. 195 REPORT DATE: 10-08-01 REG PROJECT NO. 7394 PAGE: 2 of 2 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 522 09-27-01 Leave-out: 54'S, 2'W(2) 3.4 89.2 26.0 1 97.5 523 Leave-out: 56'S, 2'W(2) 2.7 89.7 25.4 1 98.0 524 Leave-out: 2'S, 10'W(2) 4.8 88.0 27.2 1 96.2 525 Leave-out: 2'S, 12'W(2) 4.1 87.4 28.0 1 95.5 526 Leave-out: 2'S, 14'W(2) 3.4 87.9 27.4 1 96.1 527 Leave-out: 2'S, 150'W(2) 4.8 88.9 26.3 1 97.2 528 Leave-out: 2'S, 300'W(2) 4.8 89.8 25.4 1 98.1 529 Leave-out: 2'S, 450'W(2) 4.8 88.0 27.2 I 96.2 530 Leave-out: 2'S, 2'E(1) 2.7 90.1 27.1 2 95.8 531 Leave-out: 2'S, 2'E(1) 2.0 89.7 27.5 2 95.4 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 KA/mm (1 City of Coppell/Mr. Larry Davis (1 City of Coppell/Mr. Lee Stone Extranet Distribution: (1) Meinhardt & Quintana/ Mr. David Meinhardt F:~ ~='E: r~ I ,='n r~ I m E:',= ~:~ In~:~ GEOTECHNICAL AND ~ F:~ I'"-1 U F=~ ENVIRONMENTAL CONSULTANTS REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 194 c/o Champion Partners, Ltd. REPORT DATE: 10-08-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 DATE OBSERVED: 09-26-01 ATTN: Mr. Kerry Burden TECHNICIAN: L. Johnson PAGE: 1 of 1 CONTRACTOR: C.D. Henderson, Inc. I Items Observed: I Floor slab leave-out: 200'-575'S of N.E. building corner and 75'-275'W of S.W. building corner. I Reference Plans or Notes Used: I Sheets S-1 and S-6 IList Deviations Noted: I1) Additional ties needed. Chairs and poly needs to be placed. The noted deviations were reported to: Dennis with C.D. Henderson I X ]The noted deviations were corrected. The reinforcing steel placed at the above referenced locations was observed with respect to the referenced portions of the contract documents. 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./ James F. Phipps, P.E. Mr. Kent Penrod KA/mm (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone Extranet Distribution: (1) Meinhardt & Quintana/ Mr. David Meinhardt 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019