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Freeport NIP(7.4)-LR000908 GEOTECHNICAL AND G R I-1 LJ ~ ENVIRONHENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport VI Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 103 5495 Beltline Road, Suite 360 REPORT DATE: 09-08-00 Dallas, Texas 75240 REG PROJECT NO. 6542 ATTN: Mr. Paul Brown TECHNICIAN: M. Silva PAGE: 1 of 2 CONTRACTOR: Hill & Wilkinson, Inc. Proctor j ASTM J J OpUmum Maximum No. Standard Description Moisture, % Density, PCF I D-698 Brown clay w/trace gray clay 22.5 98.0 2 D-698 Olive brown clay w/calcareous nodules 23.5 94.0 3 D-698 Light reddish brown clay 21.0 99.0 4 D-698 Reddish brown clay w/calcareous nodules 22.0 101.5 5 13-698 Light olive brown clay 22.0 97.0 6 D-698 Reddish brown clay w/trace of limestone 17.5 106.5 fragments 7 D-698 Yellowish brown clay (lime-treated) 18.0 101.5 8 D-698 Light brown clay (lime-treated) 20.5 98.0 9 D-698 Dark gray clay (lime-treated) 17.0 101.5 10 D-698 Reddish brown clay (lime-treated) 17.0 103.5 11 D-698 Brown clay (lime-treated) 15.5 105.5 12 D-698 Cement treated base 10.0 126.5 13 D-698 Flex base 8.5 133.0 14 D-698 Brown clay (lime-treated) 16.0 101.0 15 D-698 Olive brown clay (lime-treated) 18.0 103.5 16 D-698 Yellowish brown clayey sand 13.0 111.5 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID I Level (%) 626 08-29-00 Leaveout: 5'S, 675'W(1) 0.0 94.5 24.0 1 96.4 627 Leaveout: 5'S, 520'W(1 ) 2.0 103.1 17.9 6 96.8 628 Leaveout: 5'S ,470'W(1) 2.0 102.4 18.1 6 96.1 629 Leaveout: 5'S. 420'W(1) 2.0 94.6 22.9 1 96.5 630 Leaveout: 5'S. 370'W(1 ) 2.0 101.2 17.8 6 95.0 631 Leaveout: 5'S. 250'W(1) 0.0 104.2 18.0 6 97.8 632 Leaveout: 5'S 540'W(1) 1.0 90.2 23.8 2 95.9 633 Leaveout: 5'S 490'W(1 ) 1.0 97.2 24.1 4 95.7 634 Leaveout: 5'S 440'W(1) 1.0 98.6 22.7 4 97.1 635 Leaveout: 5'S 390'W(1 ) 1.0 99.6 20.6 10 96.2 636 Leaveout: 5'$ 530'W(1) 0.0 99.3 20.0 10 95.9 637 Leaveout: 5'S 480'W(1) 0.0 97.6 25.5 1 96.5 638 Leaveout: 5'S 430'W(1) 0.0 96.6 22.4 4 95.1 639 Leaveout: 5'S 380'W(1) 0.0 91.4 26.9 2 97.2 2424 STUTZ DR. ,, SUITE 400 · DALLAS. TX 75235 ~J TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 103 REPORT DATE: 09-08-00 REG PROJECT NO. 6542 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 640 08-30-00 Leaveout: 350'S,150'W(1) 0.0 101.5 17.2 11 96.2 641 Leaveout: 300'S,150'W(1) 1.0 100.6 20.0 10 97.1 642 Leaveout: 250'S,150'W(1) 2.0 101.0 18.6 11 95.7 643 Leaveout: 200'S, 150'W(1 ) 0.0 103.5 17.7 6 97.1 644 Leaveout: 150'S, 150'W(1 ) 1.0 104.7 18.5 6 98.3 645 Leaveout: 125'$,150'W(1) 2.0 96.8 16.6 14 95.8 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.W building corner. Distribution: (1) Duke-Weeks Realty Corporation/ Submitted by: Mr. Paul Brown (1) Hardy McCullah/MLM Architects/ REED ENGINEERING GROUP, INC. Mr. Norman Coates (1) TMBP - Consulting Engineers/ Original Signed By Mr. Frank Merritt (1) Pacheco Koch/Mr. Jim Koch Ronald F. Reed, P.E. (1) Hill & Wilkinson, Inc./Mr. Steve Camp KA/mm (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis