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Freeport NIP(7.4)-LR000901 (3)
G~OTECNN[CAL AND ! J~ J~J J~ L.J P ENVIRONMENT^i CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport VI Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 100 5495 Beltline Road, Suite 360 REPORT DATE: 09-01-00 Dallas, Texas 75240 REG PROJECT NO, 6542 ATTN: Mr. Paul Brown TECHNICIAN: M. Silva PAGE: 1 of 2 CONTRACTOR: Hill & Wilkinson, Inc. Proctorl ASTMI [ Optimum I Maximum No. Standard Description ~Moisture, % Density, PCF 1 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 D-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 Depth Below Field Field Final S. G. Density Moisture Proctor Compaction Test (feet) Level (%) No. Date Location (pcf) (%) ID 594 08-24-00 Leaveout: 5'S,50'W(1) 1.5 97.9 23.5 4 96.4 595 Leaveout: 5'S,100'W{1) 1.5 96.1 21.7 3 97.0 596 Leaveout: 5'S,150'W(1) 1.5 99.4 23.1 4 97.9 597 Leaveout: 5'S,200'W(1 ) 1.5 94.9 24.4 3 95.8 598 Leaveout: 355'S,250'W(1 ) 1.0 90.3 25.9 2 96.0 599 Leaveout: 355'S,300'W(1 ) 1.5 95.5 23.9 3 96.4 600 Leaveout: 355'S,350'W(1 ) 1.5 93.3 25.9 1 95.2 601 Leaveout: 355'S,375'W(1 ) 2.0 97.4 25.4 4 95.9 602 Leaveout: 5'S,75'W(1 ) 0.0 100.2 19.2 10 96.9 603 Leaveout: 5'S,125'W(1) 0.0 102.8 19.6 6 96.5 604 Leaveout: 5'$,175'W(1) 0.0 96.8 21.8 3 97.7 605 Leaveout: 5'S,225'W(1 ) 1.0 98.4 20.5 10 95.0 2424 STUTZ DR. ~, SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 ' FAX [214] 350 0019