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Coppell Ind 2-LR130220REEL7 I EI-IG 117-IEERII -IG GEOTECHNICAL AND G FR O LJ P ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO: Hillwood REPORT NO. 143 3090 Olive Street, Suite 300 REPORT DATE: 02 -20 -13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 4 CONTRACTOR: Hillwood Construction Services Proctor No. ASTM Standard I Description Optimum Moisture, % Maximum Density, PCF 1 D -698 Dark brown clay 20.6 101.0 Light gray clay w /trace reddish brown sandy 2 D -698 clay 20.4 100.7 Test Dark brown, light gray & reddish brown sandy 3 D -698 clay 19.9 102.5 4 D -698 Reddish brown & light gray sandy clay 19.9 101.6 5 D -4254 Reddish brown sand with some small gravel Level Min. 81.2 02 -08 -13 Building Pad: D -4253 0.0 95.3 Max. 105.7 6 D -698 Dark brown clay (lime- treated) 21.3 99.5 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet ) (Pcf ) (% ID Level 3308 02 -08 -13 Building Pad: 975`N, 50`W(1) 0.0 95.3 21.8 6 95.8 3309 Building Pad: 975`N, 150`W(1) 0.0 94.8 21.9 6 95.3 3310 Building Pad: 980`N, 255`W(1) 0.0 95.9 21.4 6 96.4 3311 Building Pad: 970`N, 345`W(1) 0.0 96.2 21.3 6 96.7 3312 Building Pad: 980`N, 360`W(1) 0.0 96.0 21.0 6 96.5 3313 Building Pad: 975`N, 350`W(1) 0.0 95.5 21.4 6 96.0 3314 Building Pad: 975`N, 50`W(1) 1.5 94.5 23.0 1 93.6 3315 Building Pad: 980`N, 40`W(1) 1.0 95.3 22.4 1 94.4 3316 Building Pad: 970`N, 45`W(1) 0.7 96.0 21.9 1 95.0 3317 Building Pad: 975`N, 150`W(1) 1.5 94.6 22.7 1 93.7 3318 Building Pad: 970`N, 155`W(1) 1.0 95.8 21.9 1 94.9 3319 Building Pad: 980`N, 150`W(1) 0.7 96.2 21.7 1 95.2 3320 Building Pad: 975`N, 250`W(1) 1.5 95.0 22.3 1 94.1 3321 Building Pad: 970`N, 245`W(1) 1.0 94.7 22.6 1 93.8 3322 Building Pad: 975`N, 255`W(1) 0.7 95.7 21.9 1 94.8 3323 Building Pad: 975`N, 350`W(1) 1.5 95.4 22.1 1 94.5 3324 Building Pad: 980`N, 355`W(1) 1.0 96.0 22.0 1 95.0 3325 Building Pad: 970`N, 345`W(1) 0.7 96.4 21.8 1 95.4 3326 Building Pad: 975`N, 450`W(1) 1.5 94.8 23.1 1 93.9 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019 REPORT NO. 143 REPORT DATE: 02 -20 -13 REG PROJECT NO. 18520 PAGE: 2 of 4 Test No. Date Location Depth Below Final S. G. feet ) Field Density (Pcf ) Field Moisture (% Proctor ID Compaction Level 3327 02 -08 -13 Building Pad: 970`N, 455`W(1) 1.0 95.4 22.6 1 94.5 3328 Building Pad: 980`N, 460`W(1) 0.7 95.9 22.0 1 95.0 3329 Building Pad: 975`N, 550`W(1) 1.5 94.5 22.9 1 93.6 3330 Building Pad: 970`N, 545`W(1) 1.0 96.0 22.0 1 95.0 3331 Building Pad: 980`N, 560`W(1) 0.7 95.8 21.7 1 94.9 3332 Building Pad: 1025`N, 25`W(1) 1.5 95.3 22.4 1 94.4 3333 Building Pad: 1030`N, 20`W(1) 1.0 94.4 22.8 1 93.5 3334 Building Pad: 1020`N, 30`W(1) 0.7 95.9 22.0 1 95.0 3335 Building Pad: 1025`N, 100`W(1) 1.5 94.3 23.1 1 93.4 3336 Building Pad: 1020`N, 105`W(1) 1.0 94.8 22.7 1 93.9 3337 Building Pad: 1030`N, 110`W(1) 0.7 95.4 22.4 1 94.5 3338 Building Pad: 1025`N, 200`W(1) 1.5 94.3 23.5 1 93.4 3339 Building Pad: 1030`N, 205`W(1) 1.0 94.9 23.0 1 94.0 3340 Building Pad: 1020`N, 200`W(1) 0.7 95.7 22.4 1 94.8 3341 Building Pad: 1025`N, 300`W(1) 1.5 94.2 23.5 1 93.3 3342 Building Pad: 1025`N, 295`W(1) 1.0 93.9 23.8 1 93.0 3343 Building Pad: 1030`N, 305`W(1) 0.7 95.1 22.9 1 94.2 3344 Building Pad: 1025`N, 400`W(1) 1.5 94.5 23.0 1 93.6 3345 Building Pad: 1020`N, 405`W(1) 1.0 96.0 22.1 1 95.0 3346 Building Pad: 1030`N, 410`W(1) 0.7 95.7 22.5 1 94.8 3347 Building Pad: 1025`N, 515`W(1) 1.5 95.3 22.8 1 94.4 3348 Building Pad: 1030`N, 520`W(1) 1.0 95.9 22.3 1 95.0 3349 Building Pad: 1020`N, 525`W(1) 0.7 96.2 21.8 1 95.2 3350 Building Pad: 1075`N, 50`W(1) 1.5 95.0 22.9 1 94.1 3351 Building Pad: 1080`N, 45`W(1) 1.0 94.8 22.6 1 93.9 3352 Building Pad: 1070`N, 55`W(1) 0.7 95.8 22.0 1 94.9 3353 Building Pad: 1075`N, 150`W(1) 1.5 95.1 23.3 1 94.2 3354 Building Pad: 1080`N, 145`W(1) 1.0 94.7 23.0 1 93.8 3355 Building Pad: 1070`N, 155`W(1) 0.7 95.7 22.4 1 94.8 3356 Building Pad: 1075`N, 250`W(1) 1.5 95.3 22.7 1 94.4 3357 Building Pad: 1080`N, 245`W(1) 1.0 95.9 22.3 1 95.0 3358 Building Pad: 1075`N, 255`W(1) 0.7 96.2 21.9 1 95.2 3359 Building Pad: 1075`N, 350`W(1) 1.5 94.9 22.1 1 94.0 3360 Building Pad: 1080`N, 345`W(1) 1.0 95.6 21.9 1 94.7 3361 Building Pad: 1070`N, 355`W(1) 0.7 96.0 21.8 1 95.0 3362 Building Pad: 1075`N, 450`W(1) 1.5 95.2 22.4 1 94.3 3363 Building Pad: 1070`N, 455`W(1) 1.0 95.9 22.0 1 95.0 3364 Building Pad: 1080`N, 445`W(1) 0.7 96.2 21.7 1 95.2 3365 Building Pad: 1075`N, 550`W(1) 1.5 95.1 22.8 1 94.2 3366 Building Pad: 1080`N, 545`W(1) 1.0 96.0 22.0 1 95.0 3367 Building Pad: 1085`N, 550`W(1) 0.7 95.9 22.3 1 95.0 3368 Building Pad: 1125`N, 25`W(1) 10.5 93.8 24.1 1 92.9 3369 Building Pad: 1130`N, 30`W(1) 10.0 93.4 23.8 1 92.5 3370 Building Pad: 1125`N, 20`W(1) 9.5 94.9 23.0 1 94.0 3371 Building Pad: 1125`N, 100`W(1) 10.5 95.5 22.4 1 94.6 3372 Building Pad: 1130`N, 105`W(1) 10.0 94.5 23.2 1 93.6 REPORT NO. 143 REPORT DATE: 02 -20 -13 REG PROJECT NO. 18520 PAGE: 3 of 4 Test No. Date Location Depth Below Final S. G. feet ) Field Density (Pcf ) Field Moisture (% Proctor ID Compaction Level 3373 02 -08 -13 Building Pad: 1135`N, 110`W(1) 9.5 95.8 22.6 1 94.9 3374 Building Pad: 1125`N, 200`W(1) 10.5 95.0 22.1 1 94.1 3375 Building Pad: 1130`N, 205`W(1) 10.0 94.6 22.8 1 93.7 3376 Building Pad: 1120`N, 210`W(1) 9.5 95.7 21.9 1 94.8 3377 Building Pad: 1125`N, 300`W(1) 10.5 95.1 22.4 1 94.2 3378 Building Pad: 1130`N, 305`W(1) 10.0 94.8 23.0 1 93.9 3379 Building Pad: 1120`N, 310`W(1) 9.5 93.9 23.8 1 93.0 3380 Building Pad: 1125`N, 400`W(1) 10.5 94.2 23.1 1 93.3 3381 Building Pad: 1120`N, 395`W(1) 10.0 95.8 22.1 1 94.9 3382 Building Pad: 1130`N, 405`W(1) 9.5 96.4 21.8 1 95.4 3383 Building Pad: 1125`N, 510`W(1) 10.5 95.3 22.5 1 94.4 3384 Building Pad: 1120`N, 520`W(1) 10.0 94.5 23.2 1 93.6 3385 Building Pad: 1125`N, 530`W(1) 9.5 94.0 23.9 1 93.1 3386 Building Pad: 1175`N, 50`W(1) 10.5 93.5 24.2 1 92.6 3387 Building Pad: 1180`N, 45`W(1) 10.0 93.9 23.5 1 93.0 3388 Building Pad: 1185`N, 40`W(1) 9.5 94.6 22.9 1 93.7 3389 Building Pad: 1175`N, 150`W(1) 10.5 95.7 22.2 1 94.8 3390 Building Pad: 1180`N, 155`W(1) 10.0 96.4 21.8 1 95.4 3391 Building Pad: 1170`N, 145`W(1) 9.5 95.5 22.0 1 94.6 3392 Building Pad: 1175`N, 250`W(1) 10.5 94.8 22.6 1 93.9 3393 Building Pad: 1180`N, 245`W(1) 10.0 94.5 23.1 1 93.6 3394 Building Pad: 1170`N, 255`W(1) 9.5 95.2 22.5 1 94.3 3395 Building Pad: 1175`N, 350`W(1) 10.5 96.0 21.9 1 95.0 3396 Building Pad: 1180`N, 345`W(1) 10.0 94.3 23.8 1 93.4 3397 Building Pad: 1185`N, 360`W(1) 9.5 93.9 24.1 1 93.0 3398 Building Pad: 1175`N, 450`W(1) 10.5 94.7 23.4 1 93.8 3399 Building Pad: 1180`N, 455`W(1) 10.0 95.4 22.5 1 94.5 3400 Building Pad: 1170`N, 450`W(1) 9.5 95.7 22.1 1 94.8 3401 Building Pad: 1175`N, 550`W(1) 10.5 94.9 23.2 1 94.0 3402 Building Pad: 1180`N, 555`W(1) 10.0 94.6 23.4 1 93.7 3403 Building Pad: 1170`N, 545`W(1) 9.5 94.0 23.9 1 93.1 3404 Plumbing Line: A.75/1.5 1.0 96.4 21.9 1 95.4 3405 Plumbing Line: A.75/1.5 0.0 95.8 21.3 6 96.3 3406 Plumbing Line: B/2.3 1.0 96.9 21.7 1 95.9 3407 Plumbing Line: B/2.3 0.0 96.1 21.3 6 96.6 3408 Plumbing Line: C/2.3 1.0 96.2 22.1 1 95.2 3409 Plumbing Line:C /2.3 0.0 95.4 21.6 6 95.9 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. REPORT NO. 143 REPORT DATE: 02 -20 -13 REG PROJECT NO. 18520 PAGE: 4 of 4 E -Mail Distribution: (1) Hillwood /Mr. Kerry Roetzel (1) Hillwood Construction Services/ Mr. Gary Jones (1) Halff Associates /Mr. Stephen Crawford (1) Halff Associates /Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland (1) Macgregor Associates/ Mr. Lee Rader (1) City of Coppell /Mr. Lee Stone (1) City of Coppell /Mr. Michael Arellano (1) City of Coppell /Mr. Rick O'Dell Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F -3114 Bill Woolwine Sr. Manager, CMT BW /cdl