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Coppell Ind 2-LR130314
REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 219 3090 Olive Street, Suite 300 REPORT DATE: 03-14-13 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 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5263 03-05-13 Building Pad: 1525‘N, 25‘W(1) 0.7 95.2 22.3 9 94.4 5264 Building Pad: 1525‘N, 100‘W(1) 0.7 95.9 22.2 9 95.1 5265 Building Pad: 1525‘N, 200‘W(1) 0.7 94.8 22.8 9 94.0 5266 Building Pad: 1525‘N, 300‘W(1) 0.7 94.5 23.2 9 93.8 5267 Building Pad: 1525‘N, 400‘W(1) 0.7 95.5 22.4 9 94.7 5268 Building Pad: 1525‘N, 515‘W(1) 0.7 96.1 22.1 9 95.3 5269 Building Pad: 1575‘N, 50‘W(1) 0.7 95.0 22.6 9 94.2 5270 Building Pad: 1575‘N, 150‘W(1) 0.7 94.3 23.2 9 93.6 5271 Building Pad: 1575‘N, 250‘W(1) 0.7 94.9 22.7 9 94.1 5272 Building Pad: 1575‘N, 350‘W(1) 0.7 94.1 23.0 9 93.4 5273 Building Pad: 1575‘N, 450‘W(1) 0.7 95.7 22.3 9 94.9 5274 Building Pad: 1575‘N, 550‘W(1) 0.7 95.2 22.1 9 94.4 5275 Building Pad: 1625‘N, 25‘W(1) 9.0 94.7 23.4 1 93.8 5276 Building Pad: 1630‘N, 30‘W(1) 8.5 95.1 22.7 1 94.2 5277 Building Pad: 1620‘N, 40‘W(1) 8.0 93.9 24.2 1 93.0 5278 Building Pad: 1640‘N, 20‘W(1) 7.5 94.3 23.5 1 93.4 5279 Building Pad: 1630‘N, 35‘W(1) 7.0 95.7 22.3 1 94.8 5280 Building Pad: 1620‘N, 25‘W(1) 6.5 95.2 22.6 1 94.3 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 219 REPORT DATE: 03-14-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5281 03-05-13 Building Pad: 1625‘N, 100‘W(1) 9.0 96.0 21.8 1 95.0 5282 Building Pad: 1630‘N, 100‘W(1) 8.5 94.6 23.1 1 93.7 5283 Building Pad: 1620‘N, 110‘W(1) 8.0 94.2 23.7 1 93.3 5284 Building Pad: 1625‘N, 115‘W(1) 7.5 95.0 22.4 1 94.1 5285 Building Pad: 1630‘N, 95‘W(1) 7.0 95.7 22.0 1 94.8 5286 Building Pad: 1635‘N, 110‘W(1) 6.5 94.1 23.8 1 93.2 5287 Building Pad: 1625‘N, 200‘W(1) 9.0 95.2 22.3 1 94.3 5288 Building Pad: 1630‘N, 210‘W(1) 8.5 95.6 22.0 1 94.7 5289 Building Pad: 1635‘N, 215‘W(1) 8.0 94.1 23.4 1 93.2 5290 Building Pad: 1640‘N, 200‘W(1) 7.5 93.8 24.2 1 92.9 5291 Building Pad: 1620‘N, 210‘W(1) 7.0 93.6 24.6 1 92.7 5292 Building Pad: 1625‘N, 215‘W(1) 6.5 94.3 23.8 1 93.4 5293 Building Pad: 1625‘N, 300‘W(1) 9.0 95.5 22.7 1 94.6 5294 Building Pad: 1620‘N, 310‘W(1) 8.5 96.4 21.9 1 95.4 5295 Building Pad: 1625‘N, 305‘W(1) 8.0 95.8 22.0 1 94.9 5296 Building Pad: 1635‘N, 300‘W(1) 7.5 96.1 21.7 1 95.1 5297 Building Pad: 1625‘N, 305‘W(1) 7.0 94.3 23.6 1 93.4 5298 Building Pad: 1630‘N, 295‘W(1) 6.5 95.1 22.8 1 94.2 5299 Building Pad: 1625‘N, 400‘W(1) 9.0 94.7 23.1 1 93.8 5300 Building Pad: 1630‘N, 405‘W(1) 8.5 95.6 22.3 1 94.7 5301 Building Pad: 1635‘N, 410‘W(1) 8.0 96.1 21.7 1 95.1 5302 Building Pad: 1640‘N, 400‘W(1) 7.5 95.3 22.4 1 94.4 5303 Building Pad: 1630‘N, 395‘W(1) 7.0 94.5 22.9 1 93.6 5304 Building Pad: 1635‘N, 405‘W(1) 6.5 93.4 24.1 1 92.5 5305 Building Pad: 1625‘N, 520‘W(1) 9.0 93.8 23.7 1 92.9 5306 Building Pad: 1630‘N, 530‘W(1) 8.5 94.6 23.0 1 93.7 5307 Building Pad: 1620‘N, 515‘W(1) 8.0 95.2 22.4 1 94.3 5308 Building Pad: 1625‘N, 525‘W(1) 7.5 95.7 22.0 1 94.8 5309 Building Pad: 1630‘N, 535‘W(1) 7.0 96.4 21.7 1 95.4 5310 Building Pad: 1640‘N, 545‘W(1) 6.5 95.3 22.1 1 94.4 5311 Building Pad: 1675‘N, 50‘W(1) 9.0 94.4 23.2 1 93.5 5312 Building Pad: 1685‘N, 55‘W(1) 8.5 95.5 22.4 1 94.6 5313 Building Pad: 1670‘N, 40‘W(1) 8.0 96.3 21.7 1 95.3 5314 Building Pad: 1675‘N, 60‘W(1) 7.5 95.4 22.5 1 94.5 5315 Building Pad: 1670‘N, 50‘W(1) 7.0 94.8 23.2 1 93.9 5316 Building Pad: 1685‘N, 55‘W(1) 6.5 94.3 23.4 1 93.4 5317 Building Pad: 1675‘N, 150‘W(1) 9.0 95.0 22.3 1 94.1 5318 Building Pad: 1680‘N, 160‘W(1) 8.5 93.8 24.3 1 92.9 5319 Building Pad: 1670‘N, 140‘W(1) 8.0 93.4 24.6 1 92.5 5320 Building Pad: 1685‘N, 155‘W(1) 7.5 95.8 22.4 1 94.9 5321 Building Pad: 1675‘N, 165‘W(1) 7.0 96.3 21.8 1 95.3 5322 Building Pad: 1670‘N, 150‘W(1) 6.5 95.7 22.3 1 94.8 5323 Building Pad: 1675‘N, 250‘W(1) 9.0 95.0 22.6 1 94.1 5324 Building Pad: 1670‘N, 260‘W(1) 8.5 96.0 21.8 1 95.0 5325 Building Pad: 1665‘N, 255‘W(1) 8.0 96.5 21.7 1 95.5 REPORT NO. 219 REPORT DATE: 03-14-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5326 03-05-13 Building Pad: 1675‘N, 265‘W(1) 7.5 95.1 22.6 1 94.2 5327 Building Pad: 1685‘N, 275‘W(1) 7.0 94.4 23.7 1 93.5 5328 Building Pad: 1680‘N, 250‘W(1) 6.5 94.0 23.9 1 93.1 5329 Building Pad: 1675‘N, 350‘W(1) 9.0 93.3 24.5 1 92.4 5330 Building Pad: 1680‘N, 360‘W(1) 8.5 94.9 23.6 1 94.0 5331 Building Pad: 1675‘N, 355‘W(1) 8.0 95.2 22.5 1 94.3 5332 Building Pad: 1685‘N, 360‘W(1) 7.5 94.6 23.1 1 93.7 5333 Building Pad: 1670‘N, 340‘W(1) 7.0 94.3 23.5 1 93.4 5334 Building Pad: 1675‘N, 365‘W(1) 6.5 93.8 24.0 1 92.9 5335 Building Pad: 1675‘N, 450‘W(1) 9.0 93.4 24.3 1 92.5 5336 Building Pad: 1685‘N, 460‘W(1) 8.5 94.7 23.2 1 93.8 5337 Building Pad: 1670‘N, 445‘W(1) 8.0 95.8 22.3 1 94.9 5338 Building Pad: 1670‘N, 465‘W(1) 7.5 96.2 21.8 1 95.2 5339 Building Pad: 1680‘N, 445‘W(1) 7.0 95.0 22.1 1 94.1 5340 Building Pad: 1685‘N, 440‘W(1) 6.5 94.4 23.4 1 93.5 5341 Building Pad: 1675‘N, 550‘W(1) 9.0 93.3 24.5 1 92.4 5342 Building Pad: 1670‘N, 560‘W(1) 8.5 93.9 24.1 1 93.0 5343 Building Pad: 1675‘N, 540‘W(1) 8.0 94.6 23.7 1 93.7 5344 Building Pad: 1670‘N, 545‘W(1) 7.5 95.2 22.9 1 94.3 5345 Building Pad: 1685‘N, 550‘W(1) 7.0 95.9 22.0 1 95.0 5346 Building Pad: 1675‘N, 540‘W(1) 6.5 95.4 22.5 1 94.5 5347 Electric Line: CC.9/1.5 1.0 96.2 22.1 1 95.2 5348 Electric Line: CC.9/1.5 0.0 95.6 21.3 6 96.1 5349 Paving Repair: 12’N, 270’E(2) 2.0 96.3 22.3 1 95.3 5350 Paving Repair: 12’N, 270’E(2) 1.0 97.0 21.8 1 96.0 5351 Paving Repair: 12’N, 270’E(2) 0.0 97.4 21.7 1 96.4 5352 Approach: 120’N, 220’E(2) 0.7 97.2 21.9 1 96.2 5353 Approach: 125’N, 240’E(2) 0.7 98.1 21.7 1 97.1 5354 Storm Line Lat B-1: STA 1+10 1.0 97.6 21.8 3 95.2 5355 Storm Line Lat B-1: STA 1+10 0.0 98.1 21.3 3 95.7 5356 Storm Line Lat B-2: STA 1+25 1.0 97.5 22.0 3 95.1 5357 Storm Line Lat B-2: STA 1+25 0.0 97.9 21.4 3 95.5 5358 Storm Line Lat B-3: STA 1+25 1.0 97.8 21.5 3 95.4 5359 Storm Line Lat B-3: STA 1+25 0.0 98.3 20.9 3 95.9 5360 Storm Line Lat B-4: STA 1+25 1.0 96.3 22.1 1 95.3 5361 Storm Line Lat B-4: STA 1+25 0.0 97.0 21.8 1 96.0 5362 Storm Line Lat B-5: STA 1+25 1.0 96.8 22.0 1 95.8 5363 Storm Line Lat B-5: STA 1+25 0.0 97.3 21.7 1 96.3 REPORT NO. 219 REPORT DATE: 03-14-13 REG PROJECT NO. 18520 PAGE: 4 of 4 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. 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