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Coppell Industrial-LR010515 · GEOTECHNICAL AN:) ~ G F::;! I--'1 I I ~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial. Ltd. REPORT NO. 57 c/o Champion Partners. Ltd. REPORT DATE: 05-15-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 TECHNICIAN: M. Silva ^TTN: Mr. Kerry Burden PAGE: 1 of 3 CONTRACTOR: C.D. Henderson, Inc. Proctor ASTM OptimumI Maximum No. Standard Description IMoisture, %I Density, PCF 1 D-698 Dark brown clay 23.5 91.5 2 D-698 Brown & light brown clay 23.0 94.0 3 D-698 Brown and tan clay 17.0 106.0 4 D-698 Dark brown clay (lime-treated) 18.5 100.5 5 D-698 Light brown clay (lime-treated) 18.5 99.0 6 D-698 Brown clay (lime-treated) 19.5 99.0 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 321 04-27~01 Bldg Pad: 575'N. 175'E(1) 1.0 97.8 21.0 3 92.2 322 Bldg Pad: 580'N. 150'E(1) 1.0 99.9 19.5 3 94.2 323 Bldg Pad: 620'N. 100'E(1) 1.0 98.1 20.9 3 92.5 324 Bldg Pad: 650'N. 75'E(1) 2.0 102.7 18.1 3 96.8 325 04-28-01 Bldg Pad: 660'N. 50'E(1) 1.0 98.7 20.3 3 93.1 326 Bid9 Pad: 640'N 100'E(1) 1.0 98.2 21.2 3 92.6 327 05-01-01 Paving: 40'S, 130'W(2) 0.0 101.8 17.9 3 96.0 328 Paving: 50'S: 345'W(2) 0.0 91.9 23.6 I 100.4 329 05-03-01 Bldg Pad: 60'$, 75'W(3) 0.0 95.9 19.5 5 96.8 330 Bid§ Pad: 120'S. 75'W(3) 0.0 94.9 20.4 5 95.8 331 Bldg Pad: 180'S. 75'W(3) 0.0 95.8 19.9 5 96.7 332 Bid9 Pad: 240'S. 75'W(3) 0.0 95.3 20.0 5 96.2 333 Bldg Pad: 300'S 75'W(3) 0.0 94.5 20.8 5 95.4 334 Bldg Pad: 360'S 75'W(3) 0.0 96.1 19.8 5 97.0 335 Bid9 Pad: 420'S 75'W(3) 0.0 96.8 20.8 6 97.7 336 BIdg Pad: 480'S 75'W(3) 0.0 94.5 21.2 5 95.4 337 Bldg Pad: 540'S 150'W(3) 0.0 95.6 21.2 6 96.5 338 Bldg Pad: 540'8 150'W(3) 0.0 95.1 21.8 6 96.0 339 Bldg Pad: 480'S, 150'W(3) 0.0 94.8 22.0 6 95.7 340 Bldg Pad: 420'$, 150'W(3) 0.0 95.3 21.5 6 96.2 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · T~=_ [214] 550 5600 · =~'x, [214] 350 0019 REPORT NO. 57 REPORT DATE: 05-15-01 REG PROJECT NO. 7394 PAGE: 2 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 341 05-03-01 Bldg Pad: 360'S. 150'W(3) 0.0 94.3 22.5 6 95.2 342 Bldg Pad: 300'S. 150'W(3) 0.0 95.5 19.8 5 96.4 343 Bldg Pad: 240'S. 150'W(3) 0.0 96.6 20.8 6 97.2 344 Bldg Pad: 180'S. 150'W(3) 0.0 96.1 19.5 5 97.0 345 Bldg Pad: 120'S, 150'W(3) 0.0 94.5 21.3 5 95.4 346 Bldg Pad: 60'S. 150'W(3) 0.0 96.4 20.0 5 97.3 347 Bldg Pad: 60'S. 225'W(3) 0.0 95.1 21.0 5 96.0 348 Bldg Pad: 120'S, 225'W(3) 0.0 94.3 21.5 5 95.2 349 Bldg Pad: 180'S 225'W(3) 0.0 94.2 22.0 6 95.1 350 Bldg Pad: 240'S 225'W(3) 0.0 96.6 20.8 6 97.5 351 Bldg Pad: 300'S 225'W(3) 0.0 95.8 21.3 6 96.7 352 Bldg Pad: 360'S 225'W(3) 0.0 96.7 20.6 6 97.6 353 Bldg Pad: 420'S 225'W(3) 0.0 96.4 21.0 6 97.3 354 Bldg Pad: 480'S 225'W(3) 0.0 94.9 20.3 5 95.8 355 Bldg Pad: 540'S. 225'W(3) 0.0 96.4 21.1 6 97.3 356 Bldg Pad: 540'S. 300'W(3) 0.0 95.9 19.8 5 96.8 357 Bldg Pad: 480'S. 300'W(3) 0.0 94.7 21.3 5 95.6 358 Bldg Pad: 420'S. 300'W(3) 0.0 97.0 19.5 5 97.9 359 Bldg Pad: 360'S. 300'W(3) 0.0 96.2 20.0 5 97.1 360 Bldg Pad: 300'S. 300'W(3) 0.0 94.3 21.8 5 95.2 361 Bldg Pad: 240'S. 300'W(3) 0.0 95.1 22.0 6 96.0 362 Bldg Pad: 180'S, 300'W(3) 0.0 95.7 21.8 6 96.6 363 Bldg Pad: 120'S, 300'W(3) 0.0 96.1 21.4 6 97.0 364 Bldg Pad: 60'S, 300'W(3) 0.0 94.8 21.0 5 95.7 365 Bldg Pad: 60'S, 375'W(3) 0.0 96.5 19.5 5 97.4 366 Bldg Pad: 120'S. 375'W(3) 0.0 95.5 20.8 5 96.4 367 Bldg Pad: 180'S. 375'W(3) 0.0 96.3 19.9 5 97.2 368 Bldg Pad: 240'S. 375'W(3) 0.0 94.5 22.0 5 95.1 369 Bldg Pad: 300'S. 375'W(3) 0.0 95.1 21.5 6 96.0 370 Bldg Pad: 360'S. 375'W(3) 0.0 94.3 22.4 6 95.2 371 Bldg Pad: 420'S. 375'W(3) 0.0 96.2 20.8 6 97.1 372 Bldg Pad: 480'S. 375'W(3) 0.0 94.8 21.8 6 95.7 373 Bldg Pad: 540'S, 375'W(3) 0.0 95.7 21.3 6 96.6 374 05-04-01 Bldg Pad: 150, 40'E(4) 0.0 94.3 22.0 6 95.2 375 Bldg Pad: 250, 40'E(4) 0.0 95.0 21.2 6 95.9 376 Bldg Pad: 250, 40'E(4) 0.0 96.6 21.5 6 97.5 377 Bldg Pad: 450, 40'E(4) 0.0 96.8 21.3 6 97.7 378 Bldg Pad: 550, 40'E(4) 0.0 94.7 20.9 6 95.6 379 Bldg Pad: 550, 80'E(4) 0.0 95.6 22.1 6 96.5 380 Bldg Pad: 450.80'E(4) 0.0 95.1 22.5 6 96.0 REPORT NO. 57 REPORT DATE: 05-15-01 REG PROJECT NO. 7394 PAGE: 3 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 381 05-04-01 Bldg Pad: 450, 80'E(4) 0.0 97.0 20.8 6 97.9 382 Bldg Pad: 250.80'E(4) 0.0 94.5 22.4 6 95.4 383 Bldg Pad: 150, 80'E(4) 0.0 95.9 21.3 6 96.8 384 Bldg Pad: 150, 120'E(4) 0.0 96.0 21.7 6 96.9 385 Bldg Pad: 250, 120'E(4) 0.0 94.8 22.5 6 95.7 386 Bldg Pad: 350. 120'E(4) 0.0 94.5 21.8 6 95.4 387 Bldg Pad: 450, 120'E(4) 0.0 95.1 22.4 6 96.0 388 Bldg Pad: 550. 120'E(4) 0.0 96.8 21.0 6 97.7 389 Bldg Pad: 550. 160'E(4) 0.0 94.5 22.3 6 95.4 390 Bldg Pad: 450. 160'E(4) 0.0 95.0 22.6 6 95.9 391 Bldg Pad: 350, 160'E(4) 0.0 94.1 22.8 6 95.0 392 Bldg Pad: 250, 160'E(4) 0.0 95.6 22.0 6 96.5 393 Bldg Pad: 150, 160'E(4) 0.0 94.2 22.0 6 95.1 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W. building corner. (2) Measurements referenced from S.E. building corner. (3) Measurements referenced from N.E. building corner. (4) Measurements referenced from N.W. building corner. Mail Submitted by: Distribution: (1) Champion Partners, Ltd./ Mr. Kerry Burden REED ENGINEERING GROUP, INC. (1) C.D.Henderson, Inc./ Mr. Jason Nunley Original Signed By (1) AECC, Inc./Mr. Fran Carter (1) Meinhardt & Quintana/ Ronald F. Reed. P.E. Mr. David Meinhardt KA/cg (1) Haynes Whayley Associates. Inc./ Mr. Kent Penrod (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone