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Freeport NIP(7.4)-LR000829 (3) GEOTECHNICAL AND J J~ J::::JJ I--1 I I p ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport VI Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 97 5495 Beltline Road, Suite 360 REPORT DATE: 08-29-00 Dallas, Texas 75240 REG PROJECT NO. 6542 ATTN: Mr. Paul Brown TECHNICIAN: M. Silva PAGE: 1 of 2 CONTRACTOR: Hill & Wilkinson, Inc. Proctor ASTM Optimum I Maximum No. Standard Description Moisture, %1 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 (%) 554 08-21-00 Leaveout: 50'S,20'E(1) 3.5 100.3 19.8 10 96.9 555 Leaveout: 25'S, 10'E(1 ) 2.0 91.2 23.9 2 97.0 556 Leaveout: 10'$,3'E(1) 3.5 94.2 24.5 3 95.1 557 Leaveout: 5'S,50'E(1 ) 4.0 99.9 21.0 10 96.5 558 Leaveout: 5'S,100'E(1) 4.0 100.8 19.1 10 97.3 559 Leaveout: 5'S,150'E(1) 4.0 96.5 17.1 9 95.0 560 Leaveout: 5'S,200'E(1 ) 5.0 92.8 23.9 2 98.7 561 Leaveout: 355'S,200'E(1 ) 1.0 97.3 22.8 4 95.8 562 Leaveout: 355'S,250'E(1 ) 3.5 97.8 22.0 4 96.3 563 Leaveout: 355'S,300'E(1 ) 4.0 100.1 17.1 10 96.7 564 Leaveout: 355'S,350'E(1 ) 5.0 99.0 19.0 10 95.6 565 Leaveout: 355'S,400'E(1 ) 4.0 103.7 18.5 6 97.3 566 Leaveout: 355'S,450'E(1 ) 3.5 97.2 19.1 9 95.7 567 Leaveout: 355'S,500'E(1 ) 3.5 102.3 17.3 6 96.0 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 97 REPORT DATE: 08-29-00 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 (%) 568 08-22-00 Leaveout: 50'S,15'E(1) 2.0 100.2 20.4 10 96.8 569 Leaveout: 25'S,10'E(1) 1.0 99.5 19.0 10 96.1 570 Leaveout: 10'S,5'E(1 ) 2.0 95.8 24.6 3 96.7 571 Leaveout: 5'S,60'E(1 ) 3.0 99.3 19.9 10 95.9 572 Leaveout: 5'S,110'E(1) 3.0 100.4 19.5 10 97.0 573 Leaveout: 5'S,160'E(1) 3.0 99.5 22.5 4 98.0 574 Leaveout: 5'S,210'E(1 ) 3.0 96.5 23.9 4 95.0 575 Leaveout: 355'S,275'E(1 ) 3.0 100.0 20.4 10 96.6 576 Leaveout: 355'S,325'E(1 ) 4.0 104.8 19.7 6 98.4 577 Leaveout: 355'S,375'E(1 ) 3.0 102.3 20.4 6 96.0 578 Leaveout: 355'S,425'E(1 ) 3.0 95.5 21.7 3 96.4 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E corner of building. 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/cg (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis