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Freeport NIP(4)-LR 960618I=II~IE:I:! J I~: !--I!~ I I--lf~:: !~ RII--I I:~ GEOTECHNICAL AND ENVIP, ONHENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF FIELD DENSITY TESTS Freeport North Royal Lane at Creekview Drive Coppell, Texas M.E.P.C. American Properties, Inc. 15303 Dallas Parkway Suite 100, LB-10 Dallas, Texas 75248 ATTN: Mr. Robert Ahmuty REPORT NO. 8 REG PROJECT NO. 2317.5 REPORT DATE: 06-18-96 TECHNICIAN: K. Atkins S. Boeshart B. Steadman McFadden & Miller 1 D-698 Dark brown clay 23.4 95.3 2 D-698 Dark brown clay 27.2 93.9 3 D-698 Gray silty clay 22.9 100.0 4 D-698 Dark brown clay (lime-treated) 28.2 88.6 252 04-18-96 200'N, 10'W(1,2) 1.5 91.0 25.8 1 253 100'N, 10'W(1,2) 1.0 91.8 24.5 1 254 50'N, 10'W(1,2) 1.0 92.7 23.9 1 255 5'N, 10'W(1,2) 1.0 92.4 24.8 1 256 10'S,100'E(1,2) 1.0 93.2 23.9 1 257 04-19-96 150'N, 10'W(1,2) 1.5 91.2 24.4 1 258 60'N, 10'W(1,2) 2.0 92.2 24.0 1 259 45'S, 50'E(1,2) 5.0 96.3 22.9 3 260 50'S,200'E(1,2) 1.5 93.2 23.6 1 261 50'S,100'E(1,2) 3.0 91.8 23.4 1 262 50'N, 10'W(1,2) 0.0 91.1 23.4 1 263 60'S, 10'E(1,2) 6.0 90.8 26.3 1 264 04-23-96 15'S, 50'E(1,2) 2.0 91.9 25.9 1 265 15'S, 150'E(1,2) 2.0 92.3 25.3 1 266 15'$,325'E(1,2) 1.0 91.4 26.2 1 267 50'S, 10'E(1,2) 3.0 92.0 26.5 1 268 1 O'S, 10'E(1,2) 2.0 91.2 26.1 1 269 15'$, 20'W(1,2) 1.0 92.7 25.8 1 270 50'N, 15'W(1,2) 1.0 91.5 26.6 1 271 04-24-96 20'S, 60'W(2,3) 0.5 95.1 24.1 1 272 20'S,280'W(2,3) 1.5 93.3 24.6 1 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 95.4 96.3 97.2 96.9 97.8 95.7 96.7 96.3 97.8 96.3 95.6 95.3 96.4 96.8 95.9 96.5 95.6 97.2 96.0 9!L8 9;~.9 273 04-24-96 17'S, 20'VV(1,2) 3.0 90.5 24.4 1 95.0 274 17'S, 50'W(1,2) 2.5 90.4 29.0 2 96.3 275 60'S, 15'E(1,2) 1.2 96.9 23.3 3 96.9 276 60'S, 80'E(1,2) 1.2 95.2 23.1 3 95.2 277 40'S, 25'E(1,2) 0.8 89.9 27.9 2 95.7 278 04-25-96 20'N, 75'W(2,4) 2.0 89.7 27.9 2 95.5 279 20'N, 85'W(2,4) 1.0 90.3 29.2 2 96.2 280 20'N,150'W(2,4) 3.0 90.5 24.9 1 95.0 281 20'N, 150'W(2,4) 3.0 89.2 26.4 2 95.0 282 30'N, 15'E(5) 1.0 86.9 23.5 1 ~ 91.2 283 15'N, 60'E(2,4) 0.0 91.1 24.0 I 95.6 284 15'N, 130'E(2,4) 1.0 92.9 25.7 1 97.5 285 15'N,160'E(2,4) 3.0 90.5 27.4 1 95.0 286 15'N, 180'E(2,4) 2.0 93.3 23.4 1 97.9 287 40'N,230'E(2,4) 2.5 92.8 25.3 1 97.4 288 04-26-96 15'N, 80'W(2,4) 0.0 90.0 28.0 2 95.8 289 15'N,210'W(2,4) 0.0 89.2 29.9 2 95.0 290 15'N,380'W(2,4) 0.0 89.7 27.8 2 95.5 291 04-30-96 40'S, 25'E(1) 0.0 116.4 13.6 6 99.1 292 2'N, 10'E(3) 1.0 113.4 13.1 5 97.4 293 20'S, 20'E(1) 1.0 116.8 13.3 6 99.4 294 2'N, 25'E(3) 1.8 118.5 12.5 6 100.9 295 25'N, 2'E(3) 2.4 114.7 15.3 5 98.5 296 30'N, 15'E(5) 1.0 92.8 27.2 1 97.4(A) 297 05-07-96 2'S, 190'E(6) 1.0 114.5 13.4 5 98.4 298 2'S, 60'E(6) 1.0 115.7 15.8 6 98.5 299 2'S, 20'E(6) 0.0 114.0 10.6 5 97.9 300 60'S, 2'E(6) 0.0 112.7 12.7 5 96.8 301 20'S, 2'W(4) 0.0 115.5 10.8 6 98.3 302 05-13-96 40'S, 2'E(6) 0.0 116.8 15.2 6 99.4 303 100'$, 2'E(6) 1.0 113.3 11.2 5 97.3 304 21 O'S, 2'E(6) 2.0 117.3 13.4 6 99.8 305 350'S, 2'E(6) 2.0 116.5 14.6 6 99.1 306 430'S, 2'E(6) 2.0 114.5 14.8 5 98.4 307 05-15-96 150'S, 2'E(6) 0.0 113.6 12.9 5 97.6 308 210'S, 2'E(6) 0.0 114.1 13.9 5 98.0 309 300'S, 2'E(6) 0.5 112.8 12.9 5 96.9 310 390'S, 2'E(6) 1.0 114.7 13.1 5 98.5 311 420'S, 2'E(6) 1.5 115.9 13.3 5 99.6 312 05-16-96 100'N, 2'E(1) 0.0 110.8 14.3 5 95.2 313 SO'N, 2'E(1) 1.0 115.8 10.4 5 99.4 314 60'N, 2'E(1) 2.0 111.8 14.2 5 96.0 315 30'N, 2'E(1) 3.0 113.2 12.8 5 97.3 316 05-17-96 5'N, 25'E(1) 0.0 112.4 15.0 5 96.6 317 5'N, 80'E(1) 0.0 114.0 13.9 5 97.9 318 3'N, 160'E(1) 0.0 112.1 14.7 5 96.3 319 05-20-96 11-12 (~ L-12.5(7) 1.0 112.5 15.0 5 96.6 320 11-12 @ L-12(7) 2.0 114.0 15.0 5 97.9 321 15-16 (~ L-16(7) 1.0 113.0 13.5 5 97.0 322 05-20-96 15-16 (~ L-16.5(7) 2.0 113.5 12.3 5 97.5 323 3-4 (~ L-4(7) 1.0 111.5 14.5 5 95.7 324 6-7 (~ L-7(7) 2.0 112.0 12.6 5 96.2 325 15-16 @ L-16(7) 2.0 113.8 13.8 5 97.7 326 14-15 @ L-15.5(7) 1.0 112.0 13.8 5 96.2 327 05-21-96 80'S, 1 'W(4) 0.0 111.0 12.0 5 95.4 328 120'$, 1 'W(4) 0.0 111.7 11.0 5 96.0 329 220'N, 1 'W(3) 0.0 111.7 11.0 5 96.0 330 100'N, 1 'W(3) 0.0 113.0 11.5 5 97.1 Footnotes: (1) Locations referenced from S.W. building comer. (2) Test taken on sanitary sewer line backfill. (3) Locations referenced from the S.E. building comer. (4) Locations referenced from N.E. building corner. (5) Electrical line backfill, location referenced from grid line L-10. (6) Locations referenced from N.W. building comer. (7) Locations referenced from building grid lines, test taken on tilt wall panel leave-out backfill. Distribution: (1) M.E.P.C Amedcan Properties, Inc/ Mr. Robert Ahmuty (1) McFadden & Miller/ Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/ Mr. Scoff McCrery (1) City of Coppell/Mr. Lee Stone ~ City of Coppell/Mr. Larry Davis Submitted ~by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFR/msm