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Freeport NIP(2.5)-LR 980422GEOTECHNICAL AND J~ J~J I'-1 I I p ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Northpoint Distribution Center Royal Lane at Northpoint Drive Coppell, Texas REPORTED TO: Myers & Crow Company, Ltd. REPORT NO. 30 3811 Turtle Creek Boulevard REPORT DATE: 04-22-98 Suite 730 REG PROJECT NO. 4115 Dallas, Texas 75219 TECHNICIAN: S. Hope ATTN: Mr. Richard Crow PAGE: 1 of 2 CONTRACTOR: McFadden & Miller 1 D-698 Dark gray clay 22.0 97.5 2 D-698 Yellowish to dark brown clay 26.5 92.0 3 D-698 Light brown & gray clayey sand 10.5 122.0 4 D-698 Light brown clayey sand, "seleCt" fill 10.5 120.0 5 D-698 Yellowish red clayey sand 11.0 121.5 ............. : ........................... '": ........... ':'"': ................................. ................ : ...... ' .......... ........ "'"'":'::'"'"'"'"":::':"'?:""?'"'?:'"::'"':':'" 524 03-25-98 bldg Pad: 25'S,900'W(1) 0.5 120.0 11.1 5 98.8 525 Bldg Pad: 75'S,900'W(1) 0.5 119.5 10.5 5 98.4 526 Bldg Pad: 125'S,900'W(1) 0.5 120.3 10.3 5 99.0 527 Bldg Pad: 175'S,900'W(1) 0.5 118.9 9.9 5 97.9 528 Bldg Pad: 225'S,900'W(1) 0.5 118.0 9.8 5 97.1 529 Bldg Pad: 35'S,800'W(1) 0.5 119.3 10.6 5 98.2 530 Bldg Pad: 75'S,800'W(1) 0.5 119.5 10.1 5 98.4 531 Bldg Pad: 135'S,800'W(1) 0.5 118.1 10.5 5 97.2 532 Bldg Pad: 185'S,800'W(1) 0.5 118.3 10.7 5 97.4 533 Bldg Pad: 230'$,800'W(1) 0.5 117.8 10.0 5 97.0 534 Bldg Pad: 30'S,700'W(1) 0.5 118.5 10.8 5 97.5 535 Bldg Pad: 100'S,700'W(1) 0.5 119.0 11.0 5 97.9 536 Bldg Pad: 150'S,700'W(1) 0.5 118.1 10.9 5 97.2 537 Bldg Pad: 190'S,700'W(1) 0.5 118.8 10.0 5 97.8 538 Bldg Pad: 240'S,700'W(1) 0.5 118.0 9.9 5 97.1 539 03-26-98 Bldg Pad: 25'S,1000'W(1) 0.5 118.5 10.8 5 97.5 540 Bldg Pad: 85'S,1000'W(1) 0.5 119.5 10.6 5 98.4 541 Bldg Pad: 140'S,1000'W(1) 0.5 118.3 10.0 5 97.4 542 Bldg Pad: 190'S,1000'W(1) 0.5 119.3 11.1 5 98.2 543 Bldg Pad: 235'S,1000'W(1) 0.5 118.0 10.1 5 97.1 544 Bldg Pad: 25'S,1100'W(1) 0.5 117.5 10.3 5 96.7 545 Bldg Pad: 100'S,1100'W(1) 0.5 118.1 10.0 5 97.2 546 Bldg Pad: 150'S,1100'W(1) 0.5 117.7 10.8 5 96.9 547 Bldg Pad: 200'S,1100'W(1) 0.5 119.0 11.0 5 97.9 548 Bldg Pad: 240'S,1100'W(1) 0.5 116.8 9.9 5 96.1 549 Bldg Pad: 50'S,1175'W(1) 0.5 116.8 10.3 5 96.1 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 30 REPORT DATE: 04-22-§8 REG PROJECT NO. 4115 PAGE: 2 of 2 550 03-26-98 Bldg Pad: 100'S,1175'W(1) 0.5 117.7 10.9 5 96.9 551 Bldg Pad: 150'S,1175'W(1) 0.5 118.2 10.1 5 97.3 552 Bldg Pad: 190'S,1175'W(1) 0.5 119.0 10.6 5 g7.g 553 Bldg Pad: 230'S,1175'W(1) 0.5 117.3 10.2 5 96.5 554 03-27-98 Bldg Pad: 25'S,600'W(1) 0.5 118.8 11.5 5 97.8 555 Bldg Pad: 100'S,600'W(1) 0.5 119.0 11.4 5 97.9 556 Bldg Pad: 150'S,600'W(1) 0.5 119.5 10.9 5 98.4 557 Bldg Pad: 200'S,600'W(1) 0.5 118.9 11.8 5 97.9 558 Bldg Pad: 235'S,600'W(1) 0.5 120.0 11.1 5 98.5 559 Bldg Pad: 15'S,700'W(1) 0.0 115.5 9.8 5 95.1 560 Bldg Pad: 75'S,700'W(1) 0.0 116.6 9.9 5 96.0 561 Bldg Pad: 125'S,700'W(1) 0.0 115.9 10.0 5 95.4 562 Bldg Pad: 190'S,700'W(1) 0.0 116.0 10.5 5 95.5 563 Bldg Pad: 230'S,700'W(1) 0.0 117.0 10.8 5 96.3 564 Bldg Pad: 50'S,800'W(1) 0.0 116.5 9.8 5 95.9 565 Bldg Pad: 100'S,800'W(1) 0.0 117.0 10.3 5 96.3 566 Bldg Pad: 150'S,800'W(1) 0.0 115.9 9.7 5 95.4 567 Bldg Pad: 200'S,800'W(1 ) 0.0 116.0 9.9 5 95.5 568 Bldg Pad: 235'S,800'W(1) 0.0 115.6 9.6 5 95.1 569 Bldg Pad: 30'S,900'W(1) 0.0 115.5 9.6 5 95.1 570 Bldg Pad: 80'S,900'W(1) 0.0 115.8 9.5 5 95.3 571 Bldg Pad: 140'S,900'W(1) 0.0 116.0 9.9 5 95.5 572 Bldg Pad: 190'S,900'W(1) 0.0 115.9 10.0 5 95.4 573 Bldg Pad: 240'S,900'W(1) 0.0 116.1 10.2 5 95.6 574 03-28-98 Bldg Pad: 25'S,1000'W(1) 0.0 115.7 9.8 5 95.2 575 Bldg Pad: 75'S,1000'W(1) 0.0 116.0 9.9 5 95.5 576 Bldg Pad: 135'S,1000'W(1) 0.0 115.6 9.8 5 95.1 577 Bldg Pad: 195'S,1000'W(1) 0.0 115.5 9.6 5 95.1 578 Bid§ Pad: 240'S,1000'W(1) 0.0 115.4 9.5 5 95.0 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. building corner. Distribution: (4) Myers & Crow Company, Ltd./ Submitted by: Mr. Richard Crow (1) AECC, Inc./Mr. Andy Brundige REED ENGINEERING GROUP, INC. (1) Dockery Engineering/ Mr. Bill Wray Original Signed By (1) McFadden & Miller/ Mr. Jon Jacobson Ronald F. Reed, P.E. (1) Halff Associates/Mr. Pat Acker KA/cav (1) Pritchard Associates/ Mr. Jim Pritchard (1) O'Brien & Associates/ Mr. Mick Granlund