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Freeport NIP(7.4)-LR000901 (4) F~ ~.E: ID I ~"n G i n~='~='~=~lnr-~ GEOTECHNICAL AND . ENVIRONMENTAL CONSULTANTS j REPORT OF FIELD DENSITY TESTS Freeport VI Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 96 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. Pr°ct°r ASTMI Description IOptimum Maximum Moisture, % Density, PCF No. Standard 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 fragments 17.5 106.5 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 (%) 534 08-17-00 Leaveout: 100'S,50'E(1) 3.0 91.4 24.5 2 97.2 535 Leaveout: 150'$,50'E(1 ) 3.0 102.4 18.5 11 97.0 536 Leaveout: 200'S,50'E(1 ) 3.0 104.4 19.0 6 98.0 537 Leaveout: 250'S,50'E(1) 3.0 101.3 22.6 6 95.1 538 Leaveout: 300'S,50'E(1 ) 3.0 104.4 18.4 6 98.0 539 Leaveout: 350'$,55'E(1 ) 3.0 102.7 16.9 11 97.3 540 Leaveout: 75'S,40'E(1 ) 2.0 102.7 20.6 6 96.4 541 Leaveout: 225'S,50'E(1) 1.5 99.8 20.2 10 96.4 542 08-18-00 Leaveout: 325'S,50'E(1) 1.5 98.4 18.6 10 95.0 543 Leaveout: 275'S,50'E(1) 1.5 101.8 21.8 6 95.5 544 Leaveout: 175'S,50'E(1) 1.5 102.4 21.1 6 96.1 545 Leaveout: 125'S,50'E(1 ) 1.5 98.6 20.3 10 95.2 546 Leaveout: 355'S,50'W(1 ) 0.0 101.2 20.5 6 95.0 547 Leaveout: 355'S, 100'W(1 ) 0.0 97.7 22.9 4 96.2 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 96 REPORT DATE: 09-01-00 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 (%) 548 08-19-00 Leaveout: 100'S,50'E(1) 0.0 103.6 18.3 6 97.2 549 Leaveout: 150'S,50'E(1) 0.0 100.8 19.1 11 95.5 550 Leaveout: 200'S,50'E(1 ) 0.0 102.5 18.5 6 96.2 551 Leaveout: 250'S,50'E(1 ) 0.0 98.2 17.5 9 96.7 552 Leaveout: 300'S,50'E(1 ) 0.0 96.6 22.4 3 97.5 553 Leaveout: 350'S,50'E(1) 0.0 97.1 19.5 9 95.6 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 KA/mm (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis