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Park West CC(09)-LR 960430 (2) reed engineering GEOTECHNICAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Parkwest Commerce Center - II Airline Drive and Executive Drive Coppell, Texas REPORTED TO: Myers & Crow Company, Ltd. 3811 Turtle Creek Boulevard, Suite 1020 Dallas, Texas 75219 ATTN: Mr. Richard Crow REPORT NO. 3 REG PROJECT NO. 2700.1 REPORT DATE: 04-30-96 TECHNICIAN: B. Ray T. Pickens L. Johnson B. Woolwine B. Steadman CONTRACTOR: McFadden & Miller 1 D-698 Dark brown clay 22.8 97.8 2 D-698 Yellowish-brown and brown clay 21.1 103.4 3 D-698 Dark brown and gray clay 20.6 101.4 4 D-698 Yellowish-brown clayey sand 16.2 108.6 254 03-19-96 480'S, 30'W(1,2) 1.5 101.0 19.3 3 99.4 255 480'S, 50'W(1,2) 1.5 96.2 20.6 3 95.0 256 100'S, 20'W(1,3) 2.0 97.2 20.4 3 95.9 257 140'S, 60'W(1,3) 2.0 96.5 20.2 3 95.1 258 03-20-96 480'S, 20'W(1,2) 0.0 98.4 21.4 3 97.0 259 480'S, 60'W(1,2) 0.0 99.7 20.8 3 98.3 260 150'S, 60'W(1,3) 0.0 99.8 22.4 3 98.4 261 100'S, 20'W(1,3) 0.0 96.9 21.0 3 95.6 262 03-21-96 STA 3+03(3) 1.5 104.0 21.0 2 100.6 263 STA 4+25(3) 1.0 99.2 21.3 1 96.3 264 STA 5+50(3) 1.0 103,0 21.6 2 99.6 265 STA 3+60(3) 0.0 98.8 23.8 2 96.0 266 STA 5+40(3) 0.0 100.0 21.5 2 97.1 267 03-22-96 STA 0+50(3) 2.0 98.8 24.1 2 95.5 268 STA 1+50(3) 0.0 99.7 22.3 2 96.4 269 STA 2+40(3) 1.0 100.5 21.8 2 97.1 270 04-08-96 100'S, 50'E(2,4) 2.0 96.7 22.5 I 98.8 271 100'S, 55'E(2,4) 1.0 97.5 23.5 1 99.7 272 100'S, 60'E(2,4) 0.0 96.0 23.4 1 98.4 273 150'S, 55'E(2,4) 2.5 97.1 21.9 1 99.2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO19 274 04-08-96 200'S 55'E(2,4) 1.0 94.9 24.7 1 97.0 275 250'S 276 260'S 277 04-10-96 530'S 278 525'S 279 520'S 280 440'S 281 440'S 282 04-12-96 620'S 283 610'S. 284 04-17-96 580'N 285 550'N 286 530'N 287 520'N 288 04-19-96 480'N 289 400'N 290 280'N 55'E(2,4) 0.0 96.2 22.9 1 98.3 55'E(2,4) 1.5 95.1 24.5 I 97.2 23'E(2,4) 0.0 94.5 22.9 1 96.9 23'E(2,4) 1.0 94.1 21.0 I 96.2 23'E(2,4) 2.0 93.1 24.0 I 95.2 13'E(2,4) 1.0 95.4 23.8 1 97.5 18'E(2,4) 2.0 95.8 23.9 1/2 95.2 20'E(2,4) 0.0 98.0 20.6 3 96.6 20'E(2,4) 0.0 99.0 22.7 3 97.6 30'E(2,5) 1.5 98.3 23.1 2 95.1 20'E(2, 5) 1.5 10'1.4 21.3 2 98.0 10'E(2,5) 1.5 100.1 22.6 2 96.8 6'E(2,5) 2.0 98.2 24.1 2 95.0 23'E(2,5) 2.0 94.6 22.8 1 96.7 23'E(2,5) 1.0 94.0 22.9 I 96.1 23'E(2,5) 1.5 92.9 26.2 I 95.0 Footnotes: (1) Measurements referenced from the N.W. building corner. (2) Test taken on water line backfill. (3) Test taken on sanitary sewer line backfill. (4) Measurements referenced from the N.E. building comer. (5) Measurements referenced from the S.E. building comer. Distribution: (1) Myers & Crow Company, Ltd./ Mr. Richard Crow (1) McFadden and Miller/ Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige (1) City of Coppell/Mr. Lee Stone ~rt') City of Coppell/Mr. Larry Davis (1) O'Brien & Associates, Inc./ Mr. Bud Niswonger Submitted by: REED ENGINEERING GROUP, INC. Ronald F. Reed, P.E. RFR/msm