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Coppell Industrial-LR011015 I:=;IE~E~T--~ t E~I--II~S I r--IE~E~F~II--IEi GEOTECHNICAL AND [~i F~I O I I F=a 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: 10-15-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 TECHNICIAN: L. Johnson ATTN: Mr. Kerry Burden PAGE: 1 of 1 CONTRACTOR: C.D. Henderson, Inc. Proctor ASTM Optimum Maim 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 (%) 532 09-28-01 Leave-out: 275'N, 2'W(1) 0.8 90.1 26.1 2 95.9 533 Leave-out: 300'N, 2'W(1) 1.5 91.4 24.9 2 97.2 534 Leave-out: 325'N, 2'W(1) 3.0 91.1 25.1 2 96.9 535 Leave-out: 350'N, 2'W(1) 4.0 92.0 24.4 2 97.9 536 Leave-out: 500'N, 2'W(1) 5.0 87.3 27.1 1 95.4 537 Leave-out: 2'S, 5'W(2) 4.0 87.9 26.4 1 96.1 538 Leave-out: 2'S, 155'W(2) 4.0 88.4 25.9 1 96.6 539 Leave-out: 2'S, 305'W(2) 4.0 88.9 25.2 1 97.2 540 Leave-out: 2'S, 455'W(2) 4.0 88.7 25.1 1 96.9 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 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019 GEOTECHNICAL AND ~ I~ I'-1 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. 204 c/o Champion Partners, Ltd. REPORT DATE: 10-15-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 TECHNICIAN: L. Johnson ATTN: Mr. Kerry Burden PAGE: 1 of 3 CONTRACTOR: C.D. Henderson, Inc. Proctor 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 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 (%) 562 10-02-01 Leave-out: 2'S, 5'W(1) 1.6 90.4 25.7 2 96.2 563 Leave-out: 2'S, 7'W(1) 0.8 90.9 25.4 2 96.7 564 Leave-out: 2'S, 9'W(1) 0.0 91.3 24.9 2 97.1 565 Leave-out: 1195'N, 2'E(2) 4.8 91.2 25.1 2 97.0 566 Leave-out: 1193'N, 2'E(2) 4.1 90.4 25.9 2 96.2 567 Leave-out: 1191'N, 2'E(2) 3.4 90.1 26.1 2 95.8 568 Leave-out: 1050'N, 2'E(2) 4.8 87.1 27.3 1 95.2 569 Leave-out: 1048'N, 2'E(2) 4.1 88.5 26.8 1 96.7 570 Leave-out: 1046'N, 2'E(2) 3.4 88.4 25.9 1 96.6 571 Leave-out: 950'N, 2'E(2) 4.8 91.1 25.0 2 96.9 572 Leave-out: 948'N, 2'E(2) 4.1 91.2 25.2 2 97.0 573 Leave-out: 946'N, 2'E(2) 3.4 89.5 25.6 1 97.8 574 Leave-out: 850'N, 2'E(2) 4.8 88.7 25.6 1 96.9 575 Leave-out: 848'N, 2'E(2) 4.1 88.9 26.3 1 97.2 576 Leave-out: 846'N, 2'E(2) 3.4 87.7 26.7 1 95.8 577 Leave-out: 750'N, 2'E(2) 4.8 87.9 26.4 1 96.1 578 Leave-out: 748'N, 2'E(2) 4.1 89.5 26.9 2 95.2 579 Leave-out: 746'N, 2'E(2) 3.4 89.8 26.6 2 95.5 580 Leave-out: 600'N, 2'E(2) 4.1 88.9 26.4 1 97.2 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 ,, FAX [214] 350 0019 REPORT NO. 204 REPORT DATE: 10~15-01 REG PROJECT NO. 7394 PAGE: 2 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 581 10-02-01 Leave-out: 598'N, 2'E(2) 3.4 88.6 25.8 1 96.8 582 Leave-out: 596'N, 2'E(2) 2.7 88.8 26.3 1 97.1 583 Leave-out: 450'N, 2'E(2) 3.6 88.7 25.7 1 96.9 584 Leave-out: 448'N, 2'E(2) 2.9 88.0 27.3 1 96.2 585 Leave-out: 446'N, 2'E(2) 2.2 87.7 26.7 1 95.8 586 Leave-out: 310'N, 2'E(2) 1.6 91.1 25.2 2 96.9 587 Leave-out: 308'N, 2'E(2) 0.8 90.1 26.1 2 95.9 588 Leave-out: 306'N, 2'E(2) 0.0 89.7 26.6 2 95.4 589 10-03-01 Leave-out: 1190'N, 2'E(3) 2.7 89.9 26.4 2 95.6 590 Leave-out: 1040'N, 2'E(3) 2.7 91.3 25.1 2 97.1 591 Leave-out: 900'N, 2'E(3) 2.7 88.4 26.9 1 96.6 592 Leave-out: 750'N, 2'E(3) 2.7 88.9 26.3 1 97.2 593 Leave-out: 748'N, 2'E(3) 2.0 89.5 25.6 1 97.8 594 Leave-out: 746'N, 2'E(3) 1.3 91.4 24.9 2 97.2 595 Leave-out: 600'N, 2'E(3) 2.0 91.1 25.1 2 96.9 596 Leave-out: 598'N, 2'E(3) 1.3 87.7 26.7 1 95.9 597 Leave-out: 596'N, 2'E(3) 0.8 88.9 26.1 1 97.2 598 Leave-out: 450'N, 2'E(3) 1.5 90.2 26.0 2 96.0 599 Leave-out: 448'N, 2'E(3) 0.8 87.7 26.6 1 95.8 600 Leave-out: 446'N, 2'E(3) 0.0 88.4 25.8 1 96.6 601 10-04-01 Leave-out: 425'S, 2'E(2) 0.8 91.1 26.0 2 96.9 602 Leave-out: 422'S, 2'E(2) 0.0 91.3 25.8 2 97.1 603 Leave-out: 300'S, 2'E(2) 2.0 90.5 25.8 2 96.3 604 Leave-out: 303'S, 2'E(2) 1.3 91.4 24.9 2 97.2 605 Leave-out: 306'S, 2'E(2) 0.8 90.1 26.2 2 95.8 606 Leave-out: 309'S, 2'E(2) 0.0 91.1 25.1 2 96.9 607 10-05-01 Leave-out: 26'S, 2'E(1) 2.0 88.5 25.9 1 96.7 608 Leave-out: 29'S, 2'E(1) 1.3 88.8 26.4 1 97.1 609 Leave-out: 150'S, 2'E(1) 2.0 91.4 25.8 2 97.2 610 Leave-out: 2'S, 25'E(1) 2.6 90.2 26.1 2 96.0 611 Leave-out: 2'S, 27'E(1) 1.9 88.9 26.2 1 97.2 612 Leave-out: 2'S, 29'E(1) 1.2 87.7 26.7 1 95.8 613 Leave-out: 2'S, 31'E(1) 0.7 88.0 26.3 1 96.2 614 Leave-out: 2'S, 23'E(1) 0.0 88.9 25.3 1 97.2 615 Leave-out: 2'S, 175'E(1) 2.6 88.5 25.8 1 96.7 616 Leave-out: 2'S, 177'E(1) 1.9 87.7 26.7 1 95.8 617 Leave-out: 2'S, 179'E(1) 1.3 94.0 25.2 2 96.9 618 Leave-out: 2'S, 181'E(1) 0.7 90.4 25.9 2 96.2 619 Leave-out: 2'S, 183'E(1) 0.0 90.1 26.3 2 95.8 620 Leave-out: 2'S, 300'E(1) 2.6 87.1 27.1 1 95.2 REPORT NO. 204 REPORT DATE: 10-15-01 REG PROJECT NO. 7394 PAGE: 3 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 621 10-05-01 Leave-out: 2'S, 303'E(1) 1.9 88.1 26.2 1 96.3 622 Leave-out: 2'S, 305'E(1) 1.3 88.7 25.6 1 97.0 623 Leave-out: 2'S, 307'E(1) 0.8 91.0 26.0 2 96.8 624 Leave-out: 2'S, 309'E(1) 0.0 88.9 25.7 2 96.2 625 Leave-out: 2'S, 2'E(1) 0.8 91.5 24.8 2 97.3 626 Leave-out: 2'S, 4'E(1) 0.0 91.5 25.9 1 96.6 627 Leave-out: 150'S, 2'E(1) 1.3 88.9 26.3 1 97.2 628 Leave-out: 152'S, 2'E(1) 0.8 89.4 25.8 1 97.7 629 Leave-out: 154'S, 2'E(1) 0.0 88.7 26.6 1 96.9 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. building corner. (2) Measurements referenced from N.W. building corner. (3) Measurements referenced from S.W. 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/cg (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone Extranet Distribution: (1) Meinhardt & Quintana/ Mr. David Meinhardt I::;IEE~-i; El--lEI I-'IEERII--II-~ GEOTECHNICALAND I E~ F:;I r-'l I I p ENVIRONMENTAL CONSULTANTSI REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 206 cio Champion Partners, Ltd. REPORT DATE: 10-15-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 DATE OBSERVED: 10-08-01 ATTN: Mr. Kerry Burden TECHNICIAN: R. Hollings PAGE: 1 of 1 CONTRACTOR: C.D. Henderson, Inc. I Items Observed: ] Leave-out at G-N, 19-25. Reference Plans or Notes Used: I Sheet S1 I x IThere were no deviations noted. 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 KNcg (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 * F^X [214] 350 0019