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Freeport NIP(7.6)-LR010529 GEOTECHNICAL AND I~i R r'l I I p ENVIP, ONIflENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 17 5495 Belt Line Road, Suite 360 REPORT DATE: 05-29-01 Dallas, Texas 75240 REG PROJECT NO. 7623 ATTN: Mr. Jeff Langston TECHNICIANS: P. Butler & M. Silva PAGE: 1 of 2 CONTRACTOR: McMahon Contracting ProctorI ASTM Optimum Maximum No,I Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 16.5 103.0 2 D-698 Dark brown & yellow clay 18.5 102.0 3 D-698 - Yellowish brown sandy clay 12.5 113.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 645 04-27-01 Storm Inlet Lateral: STA 13+75 7.0 99.3 17.5 1 96.5 646 Storm Inlet Lateral: STA 13+70 5.0 98.9 17.9 1 96.1 647 Storm Inlet Lateral: STA 13+65 3.0 99.2 17.6 1 96.4 648 Storm Inlet Lateral: STA 13+70 1.0 98.9 18.0 1 96.1 649 Storm Inlet Lateral: STA 13+60 0.0 98.8 17.6 1 96.0 650 Storm Inlet Lateral: STA 9+00 7.0 98.5 18.4 1 95.7 651 Storm Inlet Lateral: STA 9+00 5.0 99.1 18.6 1 96.3 652 Storm Inlet Lateral: STA 9+00 3.0 98.8 19.1 1 96.0 653 Storm Inlet Lateral: STA 9+10 1.0 98.3 18.0 I 95.5 654 Storm Inlet Lateral: STA 9+10 0.0 99.2 17.7 1 96.4 655 05-02-01 Water Line W-l: STA30+00 3.0 99.4 18.3 1 96.5 656 Water Line W-l: STA 30+00 2.0 98.8 19.1 1 95.9 657 Water Line W-l: STA 30+00 1.0 99.2 18.5 1 96.3 658 Water Line W-1: STA 27+00 3.0 97.9 19.5 1 95.0 659 Water Line W-l: STA 27+00 2.0 100.2 18.0 1 97.2 660 Water Line W-l: STA 27+00 1.0 98.5 20.1 2 96.5 661 Water Line W-l: STA 24+00 3.0 97.1 21.4 2 95.1 662 Water Line W-l: STA 24+00 2.0 98.3 20.8 2 96.3 663 Water Line W-l: STA 24+00 1.0 100.6 17.5 I 97.6 664 Water Line W-l: STA 21+00 3.0 100.8 17.2 1 97.8 665 Water Line W-l: STA 21+00 2.0 99.5 18.3 1 96.6 666 Water Line W-l: STA 21+00 1.0 97.6 20.5 2 95.6 667 Water Line W-l: STA 18+00 3.0 98.1 20.3 2 96.1 668 Water Line W-l: STA 18+00 2.0 97.0 21.2 2 95.0 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 ° FAX [214] 350 0019 RE, PORT NO. 17 REPORT DATE: 05-2g-01 REG PROJECT NO. 7623 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 669 05-02-01 Water Line W-l: STA 18+00 1.0 98.8 19.8 2 96.8 670 Water Line W-l: STA 15+00 3.0 98.5 20.1 2 96.5 671 Water Line W-l: STA 15+00 2.0 99.6 18.1 1 96.6 672 Water Line W-l: STA 15+00 1.0 100.8 17.0 1 97.8 673 Water Line W-l: STA 12+00 3.0 100.1 17.6 1 97.1 674 Water Line W-l: STA 12+00 2.0 97.5 19.6 2 95.5 675 Water Line W-1: STA 12+00 1.0 98.4 20.1 2 96.4 676 05-04-01 Storm Line ST-6: STA 2+25 8.0 98.3 20.0 2 96.3 677 Storm Line ST-6: STA 2+25 7.0 99.8 18.9 2 97.8 678 Storm Line ST-6: STA 2+25 6.0 98.2 19.5 2 96.2 679 Storm Line ST-6: STA 2+00 5.0 98.6 19.3 2 96.6 680 Storm Line ST-6: STA 2+00 4.0 100.1 17.5 I 97.8 681 Storm Line ST-6: STA 2+00 3.0 101.0 17.0 1 98.0 682 Storm Line ST-6: STA 1+75 2.0 100.8 18.0 1 97.6 683 Storm Line ST-6: STA 1+75 1.0 99.7 18.3 1 96.7 684 Storm Line ST-6: STA 1+75 0.0 101.3 16.9 1 98.7 685 Storm Line ST-8: STA 0+50 1.0 97.4 20.9 2 95.4 686 Storm Line ST-8: STA 0+20 1.0 98.1 19.8 2 96.1 Comments: Where tested, materials were in compliance with project specifications. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) McMahon Contracting/ Mr. Bruce Roebuck Original Signed By (1) City of Coppell/Mr. Larry Davis Ronald F. Reed, P.E. BW/cg (~EOTECHNICAL AND r~ R I-'1 i i F~ ENVIRONHENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 16 5495 Belt Line Road, Suite 360 REPORT DATE: 05-29-01 Dallas, Texas 75240 REG PROJECT NO. 7623 A'I'TN: Mr. Jeff Langston TECHNICIAN: P. Butler PAGE: 1 of 2 CONTRACTOR: McMahon Contracting Proctor ASTM I Optimum Maximum No. StandardI Description Moisture, % Density, PCF 1 D-698 Dark brown clay 16.5 103.0 2 D-698 Dark brown & yellow clay 18.5 102.0 3 D-698 Yellowish brown sandy clay 12.5 113.0 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 607 04-26-01 Bldg #9: 120'N, 20'E(1) 1.0 97.3 21.6 2 95.4 608 Bldg #9: 130'N, 100'E(1) 1.0 97.0 21.0 2 95.1 609 Bldg #9: 130'N, 165'E(1) 1.0 96.8 22.5 2 94.9 610 Bldg #9: 135'N, 245'E(1) 1.0 107.9 15.7 3 95.6 611 Bldg #9: 130'N, 340'E(1) 1.0 108.6 14.8 3 96.1 612 Bldg #9: 130'N, 450'E(1) 1.0 108.3 15.4 3 95.8 613 Bldg #9: 130'N, 540'E(1) 1.0 98.3 20.2 2 96.4 614 Bldg #9: 180'N, 10'E(1) 1.0 107.3 16.3 3 95.0 615 Bldg #9: 200'N, 120'E(1) 1.0 98.0 19.7 2 96.1 616 Bldg #9: 200'N, 225'E(1) 1.0 109.7 13.8 3 97.1 617 Bldg #9: 210'N, 340'E(1) 1.0 110.0 13.5 3 97.4 618 Bldg #9: 210'N, 440'E(1) 1.0 108.5 13.9 3 96.1 619 Bldg #9: 215'N, 520'E(1) 1.0 99.1 19.6 2 97.2 620 Bldg #9: 260'N, 15'E(1) 1.0 97.5 21.4 2 95.6 621 Bldg #9: 285'N, 80'E(1) 1.0 97.8 21.1 2 95.9 622 Bldg #9: 290'14, 180'E(1) 1.0 96.7 22.3 2 94.9 623 Bldg #9: 280'N, 270'E(1) 1.0 107.6 16.0 3 95.3 624 Bldg #9: 280'N, 380'E(1) 1.0 97.6 21.4 2 95.7 625 Bldg #9: 280'N, 480'E(1) 1.0 108.5 14.9 3 96.0 626 BIdg #9: 120'N, 60'E(2) 1.0 97.7 21.9 2 95.8 627 Bldg #9: 130'S, 140'E(2) 1.0 109.1 15.4 3 96.6 628 Bldg #9: 130'S, 260'E(2) 1.0 108.3 16.1 3 95.9 629 Bldg #9: 120'S, 350'E(2) 1.0 108.5 15.7 3 96.1 630 Bldg #9: 120'S, 475'E(2) 1.0 97.6 21.1 2 95.7 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [2141 350 5600 · FAX [214] 350 0019 RE, POR~ NO. 16 REPORT DATE: 05-29-01 REG PROJECT NO. 7623 PAGE: 2 of 2 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 631 04-26-01 Bldg #9: 120'S, 575'E(2) 1.0 96.9 20.7 2 95.0 632 Bldg #9: 40'S, 50'E(2) 1.0 107.0 16.5 3 94.7 633 Bldg #9: 30'S, 150'E(2) 1.0 107.6 16.2 3 95.3 634 Bldg #9: 35'S, 250'E(2) 1.0 108.7 15.0 3 96.2 635 Bldg #9: 40'S, 420'E(2) 1.0 109.6 14.1 3 97.0 636 Bldg #9: 40'S, 510'E(2) 1.0 98.2 19.9 2 96.3 637 Bldg #9: 40'S, 585'E(2) 1.0 110.0 13.6 3 97.4 638 Bldg #9: 50'S, 35'E(2) 0.0 98.8 20.1 2 96.9 639 Bldg #9: 50'S, 125'E(2) 0.0 107.4 16.1 3 95.1 640 Bldg #9: 50'S, 230'E(2) 0.0 108.2 15.7 3 95.8 641 Bldg #9: 50'S, 330'E(2) 0.0 107.8 15.3 3 95.4 642 Bldg #9: 50'S, 440'E(2) 0.0 108.4 14.4 3 96.0 643 Bldg #9: 50'S, 515'E(2) 0.0 109.7 13.9 3 97.1 644 Bldg #9: 50'S, 590'E(2) 0.0 109.5 13.7 3 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.W. building corner. Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) McMahon Contracting/ Mr. Bruce Roebuck Original Signed By (1) City of Coppell/Mr. Larry Davis Ronald F. Reed, P.E. BW/cg