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Freeport NIP(7.4)-LR000607 GEOTECHNICAL AND ! J~J F=JJ r-'l U F=j ENVII~ONPIENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Freeport VI Royal Lane and Creekview Coppell, Texas REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 33 5495 Beltline Road, Suite 360 REPORT DATE: 06-07-00 Dallas, Texas 75240 REG PROJECT NO. 6542 ATTN: Mr. Paul Brown TECHNICIAN: R. Bullion PAGE: 1 of 2 CONTRACTOR: Hill & Wilkinson, Inc. Proctor ASTM I OptimumI Maximum No. StandardI 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/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 13-698 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 13-698 Cement treated base 10.0 126.5 Depth Below Field Field Test Final $. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 301 05-17-00 Bldg Pad: 160'N,80'W(1) 0.0 99.5 19.4 9 98.0 302 Bldg Pad: 160'N,160'W(1) 0.0 99.3 18.6 9 97.8 303 Bldg Pad: 160'N,240'W(1 ) 0.0 99.0 20.0 10 95.7 304 Bldg Pad: 160'N,320'W(1) 0.0 99.5 19.0 10 96.1 305 Bldg Pad: 160'N,400'W(1) 0.0 98.5 18.2 10 95.2 306 Bldg Pad: 160'N,480'W(1 ) 0.0 99.1 19.6 9 97.6 307 Bldg Pad: 160'N,560'W(1) 0.0 98.5 20.4 9 97.0 308 Bldg Pad: 160'N,640'W(1) 0.0 99.5 18.5 10 96.1 309 Bldg Pad: 220'N,80'W(1 ) 0.0 99.5 18.8 10 96.1 310 Bldg Pad: 220'N,160'W(1) 0.0 98.5 19.6 10 95.2 311 Bldg Pad: 220'N,240'W(1 ) 0.0 99.2 18.0 10 98.5 312 Bldg Pad: 220'N,320'W(1) 0.0 98.5 18.6 9 97.0 313 Bldg Pad: 220'N,400'W(1 ) 0.0 98.3 19.2 9 96.8 314 Bldg Pad: 220'N,480'W(1 ) 0.0 97.4 20.5 9 96.0 315 Bldg Pad: 220'N,560'W(1) 0.0 99.5 19.3 9 98.0 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -rEL [214] 350 5600 · ~,x [214] 3500019 REPORT NO, 33 REPORT DATE: 06-07-00 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 (%) 316 05-17-00 Bldg Pad: 220'N,640'W(1) 0.0 98.9 20.5 10 95.6 317 BIdg Pad: 280'N,80'W(1 ) 0.0 97.4 21.0 9 96.0 318 Bldg Pad: 280'N,160'W(1) 0.0 98.0 21.8 9 96.6 319 Bldg Pad: 280'N,240'W(1) 0.0 98.3 20.7 10 95.0 320 Bldg Pad: 280'N,320'W(1) 0.0 97.2 21.0 9 95.8 321 Bldg Pad: 280'W,400'W(1) 0.0 97.6 20.3 9 96.2 322 Bldg Pad: 280'W,480'W(1 ) 0.0 99.2 19.6 10 95.8 323 Bldg Pad: 280'W,560'W(1) 0.0 98.0 18.5 9 96.6 324 Bldg Pad: 280'W,640'W(1 ) 0.0 99.0 19.4 9 97.5 325 Bldg Pad: 340'W,80'W(1 ) 0.0 99.5 17.8 10 96.1 326 Bldg Pad: 340'W, 160'W(1 ) 0.0 98.6 18.4 10 95.3 327 Bldg Pad: 340'W,240'W(1 ) 0.0 97.9 19.2 9 96.5 328 Bldg Pad: 340'W,320'W(1 ) 0.0 99.2 19.8 9 97.7 329 Bldg Pad: 340'W,400'W(1) 0.0 98.3 20.5 9 96.8 330 Bldg Pad: 340'W,480'W(1 ) 0.0 98.8 19.2 10 95.5 331 Bldg Pad: 340'W,560'W(1) 0.0 97.4 21.5 9 96.0 332 Bldg Pad: 340'W,640'W(1) 0.0 98.2 20.6 9 96.7 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E corner of building pad. 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/cg (1) City of Coppell/Mr. Lee Stone or Mr. Larry Davis