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Freeport NIP(7.2)-LR001023 (3) .,~,, Rt. Er-1 ! Ei.-ll~ilr-lEEl=llr-11=4~ GEOTECHNICAL AMD G F:::JJ r'-'l I I ~ ENVIRONMENTAL CONSULTANTS j REPORT OF FIELD DENSITY TESTS Freeport V Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 93 5495 Beltline Road, Suite 360 REPORT DATE: 10-23-00 Dallas, Texas 75240 REG PROJECT NO. 6591 ATTN: Mr. Paul Brown TECHNICIAN: R. Bullion PAGE: 1 of 2 CONTRACTOR: Hill & Wilkinson, Inc. Proctorl ASTMI J 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 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 Level (%) 361 10-17-00 Leave-outs: A-13 1.0 90.5 24.2 2 96.3 362 Leave-outs: A-11 1.0 91.2 24.8 2 97.0 363 Leave-outs: A-9 1.0 90.2 23.7 2 96.0 364 Leave-outs:A-7 1.0 91.5 24.5 2 97.3 365 Leave-outs:A-5 1.0 90.8 25.5 2 96.6 366 Leave-outs:A-3 1.0 90.2 24.0 2 96.0 367 Leave-outs:A- 1 1.0 91.0 24,8. 2 96.8 368 10-18-00 Leave-outs:A-2 0.0 100.4 19.4 15 97.0 369 Leave-outs:A-4 0.0 99.6 20.2 15 96.2 370 Leave-outs:A-6 0.0 99.0 21.3 15 95.7 2424 STUTZ DR. · SUITE 400 ,J DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019 REPORT NO. 93 REPORT DATE: 10-23-00 REG PROJECT NO. 6591 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 371 10-18-00 Leave-outs:A-8 0.0 98.6 22.0 15 95.3 372 Leave-outs:A- 10 0.0 99.4 21.0 15 96.0 373 Leave-outs:A-12 0.0 101.2 19.7 15 97.8 374 Leave-outs:A-14 0.0 99.6 20.5 15 96.2 375 Leave-outs: A-16 0.0 99.4 20.8 15 96.0 376 Leave-outs: E-3 0.0 100,1 20.0 15 96.7 377 Leave-outs: E-5 0.0 100.4 19,5 15 97.0 378 Leave-outs: E-7 0.0 100.6 19.0 15 97.2 379 Leave-outs: E-9 0.0 99.6 20.4 15 96.2 380 Leave-outs: E-11 0.0 99.9 20.7 15 96.5 381 Leave-outs: E-13 0.0 100.4 20.0 15 97.0 382 Leave-outs: E-15 0.0 99.6 21.0 15 96.2 383 Leave-outs: E-17 0.0 100.2 21.8 15 96.8 384 Leave-outs: A.5-1 0.0 100.0 21.3 15 96.6 385 Leave-outs: C.5-1 0.0 100.7 21.0 15 97.3 386 Leave-outs: B.5-20 0.0 101.0 20.4 15 97.6 387 Leave-outs: D.5-20 0.0 100.4 20.7 15 97.0 Comments: Where tested, materials were in compliance with project specifications. 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 TB/myw (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis