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Coppell Ind 2-LR130315 (4) REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 223 (Revised) 3090 Olive Street, Suite 300 REPORT DATE: 03-15-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 4 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253(Relative Density) Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules 10 D-698 Flex base 15.6 117.4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5364 03-06-13 Building Pad: 1625‘N, 25‘W(1) 6.0 94.2 23.2 1 93.3 5365 Building Pad: 1620‘N, 40‘W(1) 5.5 93.8 24.0 1 92.9 5366 Building Pad: 1635‘N, 20‘W(1) 5.0 95.1 22.6 1 94.2 5367 Building Pad: 1625‘N, 35‘W(1) 4.5 95.8 22.3 1 94.9 5368 Building Pad: 1630‘N, 30‘W(1) 4.0 95.3 22.4 1 94.4 5369 Building Pad: 1625‘N, 20‘W(1) 3.5 94.9 23.0 1 94.0 5370 Building Pad: 1635‘N, 30‘W(1) 3.0 95.7 22.3 1 94.8 5371 Building Pad: 1625‘N, 100‘W(1) 6.0 95.0 22.6 1 94.1 5372 Building Pad: 1620‘N, 95‘W(1) 5.5 96.1 22.0 1 95.1 5373 Building Pad: 1630‘N, 105‘W(1) 5.0 96.5 21.9 1 95.5 5374 Building Pad: 1640‘N, 110‘W(1) 4.5 94.4 23.2 1 93.5 5375 Building Pad: 1620‘N, 90‘W(1) 4.0 94.0 23.8 1 93.1 5376 Building Pad: 1640‘N, 115‘W(1) 3.5 95.2 22.7 1 94.3 5377 Building Pad: 1625‘N, 105‘W(1) 3.0 93.6 24.0 1 92.7 5378 Building Pad: 1625‘N, 200‘W(1) 6.0 93.9 23.6 1 93.0 5379 Building Pad: 1630‘N, 210‘W(1) 5.5 94.5 23.1 1 93.6 5380 Building Pad: 1635‘N, 215‘W(1) 5.0 95.4 22.5 1 94.5 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 223 REPORT DATE: 03-15-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5381 03-06-13 Building Pad: 1640‘N, 200‘W(1) 4.5 95.7 22.4 1 94.8 5382 Building Pad: 1630‘N, 205‘W(1) 4.0 96.2 21.9 1 95.2 5383 Building Pad: 1620‘N, 195‘W(1) 3.5 94.8 23.1 1 93.9 5384 Building Pad: 1625‘N, 205‘W(1) 3.0 94.3 23.9 1 93.4 5385 Building Pad: 1625‘N, 300‘W(1) 6.0 93.9 24.4 1 93.0 5386 Building Pad: 1620‘N, 310‘W(1) 5.5 94.6 23.5 1 93.7 5387 Building Pad: 1625‘N, 315‘W(1) 5.0 95.5 22.9 1 94.6 5388 Building Pad: 1620‘N, 295‘W(1) 4.5 96.1 22.0 1 95.1 5389 Building Pad: 1635‘N, 310‘W(1) 4.0 96.5 21.7 1 95.5 5390 Building Pad: 1640‘N, 300‘W(1) 3.5 94.7 23.0 1 93.8 5391 Building Pad: 1630‘N, 295‘W(1) 3.0 95.2 22.5 1 94.3 5392 Building Pad: 1625‘N, 400‘W(1) 6.0 94.1 23.8 1 93.2 5393 Building Pad: 1630‘N, 410‘W(1) 5.5 93.4 24.4 1 92.5 5394 Building Pad: 1620‘N, 415‘W(1) 5.0 95.0 22.9 1 94.1 5395 Building Pad: 1625‘N, 405‘W(1) 4.5 94.8 23.1 1 93.9 5396 Building Pad: 1630‘N, 395‘W(1) 4.0 95.6 22.4 1 94.7 5397 Building Pad: 1620‘N, 410‘W(1) 3.5 96.0 21.9 1 95.0 5398 Building Pad: 1630‘N, 400‘W(1) 3.0 93.5 24.3 1 92.6 5399 Building Pad: 1625‘N, 515‘W(1) 6.0 95.0 22.5 1 94.1 5400 Building Pad: 1630‘N, 520‘W(1) 5.5 94.7 22.9 1 93.8 5401 Building Pad: 1620‘N, 510‘W(1) 5.0 96.1 21.8 1 95.1 5402 Building Pad: 1640‘N, 525‘W(1) 4.5 95.3 22.5 1 94.4 5403 Building Pad: 1645‘N, 535‘W(1) 4.0 94.2 23.3 1 93.3 5404 Building Pad: 1630‘N, 540‘W(1) 3.5 93.4 24.0 1 92.5 5405 Building Pad: 1620‘N, 520‘W(1) 3.0 95.2 22.8 1 94.3 5406 Building Pad: 1675‘N, 50‘W(1) 6.0 94.6 23.1 1 93.7 5407 Building Pad: 1670‘N, 55‘W(1) 5.5 93.7 23.7 1 92.8 5408 Building Pad: 1680‘N, 40‘W(1) 5.0 95.6 22.4 1 94.7 5409 Building Pad: 1670‘N, 55‘W(1) 4.5 96.5 21.8 1 95.5 5410 Building Pad: 1670‘N, 60‘W(1) 4.0 96.1 21.9 1 95.1 5411 Building Pad: 1675‘N, 55‘W(1) 3.5 95.3 22.1 1 94.4 5412 Building Pad: 1680‘N, 40‘W(1) 3.0 94.4 23.2 1 93.5 5413 Building Pad: 1675‘N, 150‘W(1) 6.0 93.3 24.4 1 92.4 5414 Building Pad: 1680‘N, 160‘W(1) 5.5 94.7 23.5 1 93.8 5415 Building Pad: 1665‘N, 145‘W(1) 5.0 95.6 22.5 1 94.7 5416 Building Pad: 1680‘N, 165‘W(1) 4.5 95.1 22.1 1 94.2 5417 Building Pad: 1670‘N, 160‘W(1) 4.0 94.5 23.2 1 93.6 5418 Building Pad: 1675‘N, 155‘W(1) 3.5 95.8 22.0 1 94.9 5419 Building Pad: 1670‘N, 165‘W(1) 3.0 96.2 21.8 1 95.2 5420 Building Pad: 1675‘N, 250‘W(1) 6.0 94.2 23.2 1 93.3 5421 Building Pad: 1685‘N, 260‘W(1) 5.5 94.0 23.6 1 93.1 5422 Building Pad: 1665‘N, 240‘W(1) 5.0 93.5 24.1 1 92.6 5423 Building Pad: 1660‘N, 250‘W(1) 4.5 93.7 24.5 1 92.8 5424 Building Pad: 1675‘N, 255‘W(1) 4.0 94.4 23.6 1 93.5 5425 Building Pad: 1680‘N, 265‘W(1) 3.5 95.1 22.9 1 94.2 REPORT NO. 223 REPORT DATE: 03-15-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5426 03-06-13 Building Pad: 1685‘N, 250‘W(1) 3.0 95.8 22.1 1 94.9 5427 Building Pad: 1675‘N, 350‘W(1) 6.0 96.4 21.8 1 95.4 5428 Building Pad: 1670‘N, 340‘W(1) 5.5 94.3 23.0 1 93.4 5429 Building Pad: 1675‘N, 360‘W(1) 5.0 93.9 24.2 1 93.0 5430 Building Pad: 1675‘N, 355‘W(1) 4.5 93.2 24.6 1 92.3 5431 Building Pad: 1680‘N, 365‘W(1) 4.0 94.7 23.7 1 93.8 5432 Building Pad: 1670‘N, 360‘W(1) 3.5 94.6 23.4 1 93.7 5433 Building Pad: 1680‘N, 350‘W(1) 3.0 95.3 22.8 1 94.4 5434 Building Pad: 1675‘N, 450‘W(1) 6.0 96.1 22.0 1 95.1 5435 Building Pad: 1680‘N, 460‘W(1) 5.5 94.4 23.5 1 93.5 5436 Building Pad: 1670‘N, 440‘W(1) 5.0 93.9 24.2 1 93.0 5437 Building Pad: 1685‘N, 465‘W(1) 4.5 94.7 23.1 1 93.8 5438 Building Pad: 1675‘N, 455‘W(1) 4.0 95.9 22.3 1 95.0 5439 Building Pad: 1680‘N, 440‘W(1) 3.5 94.2 23.7 1 93.3 5440 Building Pad: 1685‘N, 450‘W(1) 3.0 95.0 22.6 1 94.1 5441 Building Pad: 1675‘N, 550‘W(1) 6.0 95.4 22.1 1 94.5 5442 Building Pad: 1680‘N, 560‘W(1) 5.5 96.3 21.7 1 95.3 5443 Building Pad: 1670‘N, 540‘W(1) 5.0 94.2 23.5 1 93.3 5444 Building Pad: 1675‘N, 545‘W(1) 4.5 93.4 24.4 1 92.5 5445 Building Pad: 1665‘N, 555‘W(1) 4.0 94.9 23.7 1 94.0 5446 Building Pad: 1670‘N, 560‘W(1) 3.5 95.8 22.5 1 94.9 5447 Building Pad: 1675‘N, 555‘W(1) 3.0 96.5 21.8 1 95.5 5448 Sanitary Manhole: 10’S, 15’W N 2.0 96.0 22.0 1 95.0 5449 Sanitary Manhole: 10’S, 15’W E 1.0 96.5 22.1 1 95.5 5450 Sanitary Manhole: 10’S, 15’W S 0.0 97.0 21.9 1 96.0 5451 Approach: 120’N, 220’S(2) 0.0 112.9 15.2 10 96.2 5452 Approach: 125’N, 240’E(2) 0.0 111.8 15.9 10 95.2 5453 Storm Line Lat C-1: STA 1+25 1.0 97.8 21.8 3 95.4 5454 Storm Line Lat C-1: STA 1+26 0.0 98.4 21.0 3 96.0 5455 Storm Line Lat E-16: STA 1+12 1.0 96.2 22.5 1 95.2 5456 Storm Line Lat E-16: STA 1+13 0.0 96.8 22.0 1 95.8 5457 Storm Line Lat E-17: STA 1+12 1.0 96.7 22.1 1 95.7 5458 Storm Line Lat E-17: STA 1+13 0.0 97.5 21.8 1 96.5 5459 Storm Line Lat E-18: STA 1+12 1.0 96.1 22.6 1 95.1 5460 Storm Line Lat E-18: STA 1+13 0.0 96.6 22.1 1 95.6 5461 Storm Line Lat E-19: STA 1+12 1.0 96.9 22.4 1 95.9 5462 Storm Line Lat E-19: STA 1+13 0.0 97.8 21.8 1 96.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. (2) Measurements referenced from NE building corner. Note: Report revised to include footnote 2. REPORT NO. 223 REPORT DATE: 03-15-13 REG PROJECT NO. 18520 PAGE: 4 of 4 E-MailSubmitted by: Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell (1) Ms. Sacha Miner