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Freeport NIP(7.4)-LR000830 (4) GEOTECHNICAL AND . [~ R I'--! I I p EnvIRONHENTaL CONSULTANTS ! REPORT OF FIELD DENSITY TESTS Freeport VI Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 98 5495 Beltline Road, Suite 360 REPORT DATE: 08-30-00 Dallas, Texas 75240 REG PROJECT NO. 6542 ATTN: Mr. Paul Brown TECHNICIAN: M. Silva PAGE: 1 of 2 CONTRACTOR: Hill & Wilkinson, Inc. Proctor I ASTMI I Optimum 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 Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 579 08-23-00 Leaveout: 355'S,275'W(1) 3.5 101.5 20.3 10 98.0 580 Leaveout: 355'S,325'W(1) 3.0 99.5 18.7 I0 96.1 581 Leaveout: 50'S,25'E(1 ) 0.0 96.6 22.6 3 97.1 582 Leaveout: 25'S,15'E(1) 0.0 100.3 20.9 10 96.9 583 Leaveout: 10'S,5'E(1 ) 0.0 97.3 23.6 3 98.2 584 Leaveout: 5'S,75'W(1 ) 3.0 94.6 22.3 3 95.5 585 Leaveout: 5'S,125'W(1 ) 3.0 92.3 22.2 5 95.1 586 Leaveout: 5'S,175'W(1 ) 3.0 89.5 27.4 2 95.2 587 Leaveout: 5'S,225'W(1 ) 3.0 91.3 26.6 2 97.1 588 Leaveout: 355'S,278'W(1 ) 2.0 95.8 22.0 3 96.7 589 Leaveout: 355'S,325'W(1 ) 3.0 96.9 23.6 3 97.8 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · -EL [214] 350 5600 · F.~X [214] 350 0019 REPORT NO. 98 REPORT DATE: 08-30-00 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) (%) I0 Level (%) 590 08-23-00 Leaveout: 355'S,375'W(1) 3.0 95.2 21.3 3 96.1 591 Leaveout: 355'S,585'W(1 ) 3.0 91.5 23.9 2 97.3 592 Leaveout: 355'S,535'W(1 ) 3.0 96.6 19.4 4 95.1 593 Leaveout: 355'S,485'W(1 ) 2.0 99.7 17.5 10 96.3 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E. 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 BW/mm (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis