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Freeport NIP(7.2)-LR001023 (2) GEOTECHNICAL AND ~ ~ I'--1 ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport V Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 87 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: I of 2 CONTRACTOR: Hill & Wilkinson, Inc. Proctor ASTM I Optimum Maximum No. Standard Description IMoisture, % 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 (%) 331 10-12-00 Leave-out: G-5 1.0 91.0 24.2 2 96.8 332 Leave-out: G-8 1.0 90.5 26.3 2 96.3 333 Leave-out: G-11 1,0 91.3 24.9 2 97.1 334 Leave-out: G-14 1.0 90.0 23.7 2 95.7 335 10-13-00 Leave-out: A-2 2.0 90.9 24.3 2 96.7 336 Leave-out: A-4 2.0 90.2 25.5 2 96.0 337 Leave-out: A-6 2.0 89.8 26.0 2 95.5 338 Leave-out: A-8 2.0 90,5 25.4 2 96.3 339 Leave-out: A-10 2.0 90.2 26.5 2 96.0 340 Leave-out: A-12 2.0 91.6 24.8 2 97.4 341 Leave-out: A-14 2.0 91.8 24.0 2 97.7 342 Leave-out: A-16 2.0 91.0 24.9 2 96.8 2424 STUTZ DR. · SUITE 400., DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 87 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 (%) 343 10-13-00 Leave-out: A-18 2.0 90.2 25.7 2 96.0 344 Leave-out: B-1 0.0 89.6 26.4 2 95.3 345 Leave-out: C-1 0.0 90.0 26.0 2 95.7 346 Leave-out: D-1 0.0 89.8 26.2 2 95.5 347 10-14-00 Leave-out: A-1 1.0 91.4 24.7 2 97.2 348 Leave-out: A-3 1.0 90.8 25.5 2 96.6 349 Leave-out: A-5 1.0 90.2 26.0 2 96.0 350 Leave-out: A-7 1.0 90.0 26.4 2 95.7 351 Leave-out: A-9 1.0 90.2 26.5 2 96.0 352 Leave-out: A-11 1.0 90.7 26.0 2 96.5 353 Leave-out: A-13 1.0 91.4 25.3 2 97.2 354 Leave-out: A-15 1.0 91.9 25.0 2 97.8 355 Leave-out: A-17 1.0 91.6 25.7 2 97.4 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 BW/mm (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis