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Freeport NIP(7.6)-LR010709 F=;IEE:E~ ~'-I J I~' r-J~ I r-II~' I~' F=;JlJ~IJ~ GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT OF LABORATORY COMPACTION TEST Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 35 5495 Belt Line Road, Suite 360 REPORT DATE: 07-09-01 Dallas, Texas 75240 REG PROJECT NO. 7623 ATTN: Mr. Jeff Langston SAMPLE DATE: 06-22-01 CONTRACTOR: McMahon Contracting Curve Optimum Maximum No. Soil Classification Proctor Type Moisture, % Density, pcf Dark brown clay (lime- 8 treated/ ASTM D-698 22.5 93.5 94.0 93.5/---~ 93.0 92.5 92.0 91.5 90.5 90.0 89.5 20.5 22.5 24.5 26.5 Moisture Content (%) Mail Submitted by: Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston REED ENGINEERING GROUP, INC. (1) McMahon Contracting/ Mr. Bruce Roebuck Odginal Signed By (1) City of Coppell/Mr. Larry Davis (1) Metroplex Excavation, Inc. James F. Phipps, P.E. JFP/cdl 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 " GEOTECHNICAL AND ~ ~ I'-1 I I ~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport Parkway Extension Freeport Parkway, North of Bethel Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 28 5495 Belt Line Road, Suite 360 REPORT DATE: 07-09-01 DaLlas, Texas 75240 REG PROJECT NO. 7623 ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson PAGE: 1 of 3 CONTRACTOR: McMahon Contracting ProctorI ASTM I Optimum Maximum No. 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 (%) 702 06-08-01 Site Fill: 254'S, 175'W(1) 1.6 94.7 22,2 6 95.2 703 Site Fill: 252'S, 175'W(1) 0.8 96.3 20.7 6 96.8 704 Site Fill: 150'S, 175'W(1) 2.3 100.0 18.4 1 97.1 705 Site Fill: 151'S, 175'W(1) 1.6 98.1 20.2 1 95.2 706 Site Fill: 152'S, 175'W(1) 0.8 96.2 20.9 6 96.7 707 Site Fill: 50'S, 175'W(1) 2.3 97.4 23.0 2 95.5 708 Site Fill: 49'S, 175'W(1) 1.6 93.9 23.4 2 95.0 709 Site Fill: 48'S, 175'W(1) 0.8 98.0 21.3 2 96.1 710 Site Fill: 50'S, 225'W(1) 2.0 99.2 192 1 96.2 711 Site Fill: 52'S, 225'W(1 ) 1.3 99.5 18.9 1 96.6 712 Site Fill: 54'S, 225'W(1) 0.8 96.6 20.4 6 97.1 713 Site Fill: 150'S, 225'W(1) 2.0 99.1 20.3 2 97.2 714 Site Fill: 152'S, 225'W(1) 1.3 99.3 20.1 2 97.4 715 Site Fill: 154'S, 225'W(1) 0.8 95.9 21.1 6 96.4 716 Site Fill: 250'S, 225'W(1) 2.0 98.1 22.3 1 95.2 717 Site Fill: 252'S, 225'W(1) 1.3 98.4 22.0 1 95.5 718 Site Fill: 254'S, 225'W(1) 0.8 99.3 17.2 6 99.8 (a) 719 Site Fill: 350'S, 227'W(1) 2.0 96.6 20.4 6 97.1 720 Site Fill: 352'S, 226'W(1) 1.3 96.1 20.9 6 96.6 721 Site Fill: 354'S, 225'W(1) 0.8 98.7 17.9 6 99.2 (b) 722 Site Fill: 350'S, 265'W(1) 2.0 97.8 21.7 2 95.8 723 Site Fill: 352'S, 265'W(1) 1.3 98.6 20.8 2 96.7 724 Site Fill: 354'S, 265'W(1) 0.8 94.7 22.3 6 95.2 725 Site Fill: 150'S, 265'W(1) 2.0 95.8 21.2 6 96.3 726 Site Fill: 152'S, 265'W(1) 1.3 99.1 20.6 2 97.2 727 Site Fill: 154'S, 265'W(1) 0.8 97.3 22.1 2 95.4 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · F^X [214] 350 0019 REPORT NO. 28 REPORT DATE: 07-09-01 REG PROJECT NO. 7623 PAGE: 2 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 728 06-11-01 Site Fill: 850'N, 50'E(2) 1.4 102.8 26.9 3 96.1 729 Site Fill: 950'N, 50'E(2) 1.4 101.9 21.7 3 95.2 730 Site Fill: 950'N, 150'E(2) 1.4 103.4 20.4 3 96.6 731 Site Fill: 850'N, 150'E(2) 1.4 98.3 21.1 1 95.4 732 Site Fill: 850'N, 250'E(2) 1.4 99.7 18.7 1 96.8 733 Site Fill: 950'N, 250'E(2) 1.4 99.1 20.3 1 96.2 734 Site Fill: g50'N, 350'E(2) 1.8 102.8 20.9 3 96.1 735 Site Fill: 850'N, 350'E(2) 1.8 102.1 21.5 3 95.4 736 Site Fill: 850'N, 450'E(2) 1.8 98.8 19.6 1 95.9 737 Site Fill: 950'N, 450'E(2) 1.8 99.2 19.2 1 96.3 738 Site Fill: 950'N, 550'E(2) 1.8 95.3 21.6 6 95.8 739 Site Fill: 850'N, 550'E(2) 1.8 95.6 22.4 6 96.1 740 Site Fill: 850'N, 650'E(2) 2.3 96.7 21.2 6 97~2 741 Site Fill: 950'N, 650'E(2) 2.3 95.5 21.6 6 96.0 742 Site Fill: 254'S, 127'W(1) 0.8 95.1 23.9 6 95.6 743 Site Fill: 354'S, 125'W(1) 0.8 96.7 21.3 6 97.2 744 Site Fill: 354'S, 175'W(1) 0.8 97.5 20.7 6 98.0 745 Site Fill: 420'S, 75'W(1) 2.3 99.8 18.1 4 96.0 746 Site Fill: 420'S, 25'W(1) 2.3 99.5 18.3 4 95.7 747 Site Fill: 520'S, 25'W(1) 2.7 99.7 18.0 4 95.9 748 Site Fill: 520'S, 75'W(1) 2.7 100.0 17.9 4 96.2 749 Site Fill: 620'S, 75'W(1) 2.7 94.9 22.1 6 95.4 750 Site Fill: 620'S, 25'W(1) 2.7 96.6 20.4 6 97.1 751 Site Fill: 720'S, 25'W(1) 2.3 100.2 17.6 4 96.3 752 Site Fill: 720'S, 75'W(1) 2.3 98.8 20.7 2 96.9 753 Site Fill: 820'S, 50'W(1) 2.3 99.1 20.6 2 97.2 754 Site Fill: 254'S, 225'W(1) 0.8 97.6 20.6 6 98.1 (A) 755 Site Fill: 354'S, 225'W(1) 0.8 97.3 20.9 6 97.8 (B) 756 06-13-01 Site Fill: 850'N, 50'E(2) 0.8 100.5 17.4 4 96.6 757 Site Fill: 850'N, 150'E(2) 0.8 100.8 17.1 4 96.9 758 Site Fill: 850'N, 250'E(2) 0.8 101.0 17.9 4 97.1 759 Site Fill: 850'N, 350'E(2) 1.3 99.4 20.1 1 96.5 760 Site Fill: 850'N, 450'E(2) 1.3 99.9 19.6 1 97.0 761 Site Fill: 852'N, 550'E(2) 1.3 100.8 18.6 1 97.9 762 Site Fill: 852'N, 650'E(2) 1.6 101.9 17.0 4 98.0 763 Site Fill: 950'N, 650'E(2) 1.6 100.0 17.8 4 96.2 764 Site Fill: 950'N, 550'E(2) 1.1 99.3 19.9 1 96.4 765 Site Fill: 950'N, 450'E(2) 1.1 99.8 19.6 1 96.9 766 Site Fill: 950'N, 350'E(2) 1.1 98.4 21.2 1 95.5 767 Site Fill: 950'N, 250'E(2) 0.6 99.5 19.8 1 96.6 768 Site Fill: 952'N, 150'E(2) 0.6 101.1 17.9 4 97.2 769 Site Fill: 952'N, 50'E(2) 0.6 100.3 18.4 4 96.4 770 06-14-01 Site Fill: 975'N, 750'E(1) 2.3 96.5 20.6 6 97.0 771 Site Fill: 975'N, 850'E(1) 2.3 96.0 21.1 6 96.5 772 Site Fill: 975'N, 950'E(1) 3.3 97.0 21.0 6 97.5 REPORT NO. 28 REPORT DATE: REG PROJECT NO. 7623 PAGE: 3 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 773 06-14-01 Site Fill: 975'N, 1050E(1) 3.3 95.9 21.1 6 96.4 774 Site Fill: 975'N, 1150'E(1) 3.3 96.4 20.7 6 96.9 775 Site Fill: 850'N, 1150'E(1) 3.3 99.4 19.1 1 96.5 776 Site Fill: 850'N, 1050'E(1) 3.3 100.5 19.5 1 97.6 777 Site Fill: 850'N, 950'E(1) 3.3 100.0 20.0 1 97.1 778 Site Fill: 850'N, 850'E(1) 2.3 95.7 20.9 6 96.2 779 Site Fill: 850'N, 750'E(1) 2.3 99.6 19.1 1 96.7 Comments: Where tested, materials were in compliance with project specifications, unless noted otherwise. Failing test noted in lower case letter, passing retest noted in corresponding upper case letter. Footnotes: (1) Measurements referenced from N.B. corner Building 13. (2) Measurements referenced from N.W. corner of Building 9. 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 (1) Metroplex Excavation, Inc. Ronald F. Reed, P.E. BW/mm