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Coppell Ind 2-LR130301 (2)
REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 184 3090 Olive Street, Suite 300 REPORT DATE: 03-01-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 3 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-4253Max. 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 (%) 4370 02-26-13 Building Pad: 1425‘N, 25‘W(1) 7.5 95.4 22.5 1 94.5 4371 Building Pad: 1430‘N, 30‘W(1) 7.0 94.7 23.1 1 93.8 4372 Building Pad: 1420‘N, 35‘W(1) 6.5 95.0 22.7 1 94.1 4373 Building Pad: 1435‘N, 40‘W(1) 6.0 94.4 23.5 1 93.5 4374 Building Pad: 1430‘N, 25‘W(1) 5.5 95.1 22.3 1 94.2 4375 Building Pad: 1425‘N, 20‘W(1) 5.0 96.2 21.8 1 95.2 4376 Building Pad: 1425‘N, 100‘W(1) 7.5 95.2 22.4 1 94.3 4377 Building Pad: 1430‘N, 95‘W(1) 7.0 93.8 24.3 1 92.9 4378 Building Pad: 1420‘N, 100‘W(1) 6.5 93.5 24.1 1 92.6 4379 Building Pad: 1435‘N, 110‘W(1) 6.0 94.2 23.6 1 93.3 4380 Building Pad: 1420‘N, 100‘W(1) 5.5 94.8 22.7 1 93.9 4381 Building Pad: 1425‘N, 110‘W(1) 5.0 93.7 23.4 1 92.8 4382 Building Pad: 1425‘N, 200‘W(1) 7.5 95.1 22.5 1 94.2 4383 Building Pad: 1425‘N, 210‘W(1) 7.0 95.6 22.1 1 94.7 4384 Building Pad: 1430‘N, 195‘W(1) 6.5 94.9 23.2 1 94.0 4385 Building Pad: 1420‘N, 205‘W(1) 6.0 95.3 22.2 1 94.4 4386 Building Pad: 1430‘N, 215‘W(1) 5.5 96.0 21.8 1 95.0 4387 Building Pad: 1420‘N, 210‘W(1) 5.0 94.7 23.4 1 93.8 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 184 REPORT DATE: 03-01-13 REG PROJECT NO. 18520 PAGE: 2 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 4388 02-26-13 Building Pad: 1425‘N, 300‘W(1) 7.5 95.2 22.7 1 94.3 4389 Building Pad: 1430‘N, 310‘W(1) 7.0 96.0 21.9 1 95.0 4390 Building Pad: 1435‘N, 315‘W(1) 6.5 95.1 22.4 1 94.2 4391 Building Pad: 1420‘N, 300‘W(1) 6.0 93.8 24.2 1 92.9 4392 Building Pad: 1425‘N, 310‘W(1) 5.5 93.3 24.5 1 92.4 4393 Building Pad: 1420‘N, 30‘W(1) 5.0 94.5 23.4 1 93.6 4394 Building Pad: 1425‘N, 400‘W(1) 7.5 94.0 22.9 1 93.1 4395 Building Pad: 1430‘N, 410‘W(1) 7.0 94.3 22.2 1 93.4 4396 Building Pad: 1420‘N, 390‘W(1) 6.5 93.5 24.6 1 92.6 4397 Building Pad: 1440‘N, 415‘W(1) 6.0 95.2 22.5 1 94.3 4398 Building Pad: 1435‘N, 405‘W(1) 5.5 95.9 22.0 1 95.0 4399 Building Pad: 1440‘N, 400‘W(1) 5.0 95.4 22.2 1 94.5 4400 Building Pad: 1425‘N, 520‘W(1) 7.5 96.1 21.8 1 95.1 4401 Building Pad: 1430‘N, 535‘W(1) 7.0 94.4 23.1 1 93.5 4402 Building Pad: 1420‘N, 540‘W(1) 6.5 94.7 22.9 1 93.8 4403 Building Pad: 1430‘N, 530‘W(1) 6.0 95.6 22.0 1 94.7 4404 Building Pad: 1420‘N, 545‘W(1) 5.5 94.9 23.1 1 94.0 4405 Building Pad: 1440‘N, 560‘W(1) 5.0 95.6 22.5 1 94.7 4406 Building Pad: 1475‘N, 50‘W(1) 7.5 94.8 23.0 9 94.0 4407 Building Pad: 1480‘N, 55‘W(1) 7.0 94.2 23.5 9 93.5 4408 Building Pad: 1470‘N, 40‘W(1) 6.5 95.3 22.3 9 94.5 4409 Building Pad: 1475‘N, 35‘W(1) 6.0 96.0 22.1 9 95.2 4410 Building Pad: 1485‘N, 65‘W(1) 5.5 95.0 22.7 9 94.2 4411 Building Pad: 1480‘N, 70‘W(1) 5.0 94.4 23.6 9 93.7 4412 Building Pad: 1475‘N, 150‘W(1) 7.5 95.5 22.4 9 94.7 4413 Building Pad: 1480‘N, 140‘W(1) 7.0 93.4 24.5 9 92.7 4414 Building Pad: 1470‘N, 160‘W(1) 6.5 94.7 23.3 9 93.9 4415 Building Pad: 1485‘N, 165‘W(1) 6.0 94.9 22.9 9 94.1 4416 Building Pad: 1480‘N, 145‘W(1) 5.5 95.6 22.3 9 94.8 4417 Building Pad: 1485‘N, 155‘W(1) 5.0 95.9 22.2 9 95.1 4418 Building Pad: 1475‘N, 250‘W(1) 7.5 95.0 22.4 9 94.2 4419 Building Pad: 1480‘N, 245‘W(1) 7.0 94.5 23.1 9 93.8 4420 Building Pad: 1485‘N, 255‘W(1) 6.5 94.1 23.5 9 93.4 4421 Building Pad: 1470‘N, 250‘W(1) 6.0 93.9 24.5 9 93.2 4422 Building Pad: 1475‘N, 265‘W(1) 5.5 95.3 22.3 9 94.5 4423 Building Pad: 1480‘N, 250‘W(1) 5.0 94.8 23.4 9 94.0 4424 Building Pad: 1475‘N, 350‘W(1) 7.5 94.2 23.6 9 93.5 4425 Building Pad: 1470‘N, 355‘W(1) 7.0 95.8 22.3 9 95.0 4426 Building Pad: 1460‘N, 360‘W(1) 6.5 96.0 22.1 9 95.2 4427 Building Pad: 1480‘N, 370‘W(1) 6.0 94.4 23.2 9 93.7 4428 Building Pad: 1470‘N, 350‘W(1) 5.5 93.5 24.3 9 92.8 4429 Building Pad: 1475‘N, 340‘W(1) 5.0 94.8 23.0 9 94.0 4430 Building Pad: 1475‘N, 450‘W(1) 7.5 93.9 24.2 1 93.0 4431 Building Pad: 1470‘N, 460‘W(1) 7.0 94.5 23.5 1 93.6 4432 Building Pad: 1480‘N, 465‘W(1) 6.5 94.2 23.0 1 93.3 REPORT NO. 184 REPORT DATE: 03-01-13 REG PROJECT NO. 18520 PAGE: 3 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 4433 02-26-13 Building Pad: 1490‘N, 440‘W(1) 6.0 95.3 22.4 1 94.4 4434 Building Pad: 1480‘N, 460‘W(1) 5.5 94.0 23.1 1 93.1 4435 Building Pad: 1470‘N, 470‘W(1) 5.0 95.8 22.2 1 94.9 4436 Building Pad: 1475‘N, 550‘W(1) 7.5 94.5 23.2 1 93.6 4437 Building Pad: 1480‘N, 560‘W(1) 7.0 93.4 24.4 1 92.5 4438 Building Pad: 1470‘N, 540‘W(1) 6.5 94.9 23.1 1 94.0 4439 Building Pad: 1485‘N, 560‘W(1) 6.0 95.6 22.6 1 94.7 4440 Building Pad: 1475‘N, 545‘W(1) 5.5 96.0 21.9 1 95.0 4441 Building Pad: 1480‘N, 550‘W(1) 5.0 95.1 22.3 1 94.2 4442 Sanitary Line C MH: STA 12+74 N4.0 96.2 22.6 1 95.2 4443 Sanitary Line C MH: STA 12+74 E3.0 97.0 21.8 1 96.0 4444 Sanitary Line C MH: STA 12+74 S2.0 96.5 22.2 1 95.5 4445 Sanitary Line C MH: STA 12+74 1.0 97.4 21.9 1 96.4 W 4446 Sanitary Line C MH: STA 12+74 N0.0 98.0 21.7 1 97.0 4447 Sanitary Line C MH: STA 15+84 S3.0 95.9 23.4 9 95.1 4448 Sanitary Line C MH: STA 15+84 E2.0 96.2 22.8 9 95.4 4449 Sanitary Line C MH: STA 15+84 N1.0 96.8 22.4 9 96.0 4450 Sanitary Line C MH: STA 15+84 0.0 97.2 22.3 9 96.4 W 4451 Sanitary Line C: STA 14+00 3.0 95.8 23.1 9 95.0 4452 Sanitary Line C: STA 14+01 2.0 96.3 22.5 9 95.5 4453 Sanitary Line C: STA 14+02 1.0 96.9 22.6 9 96.1 4454 Sanitary Line C: STA 14+03 0.0 97.4 22.2 9 96.6 4455 Sanitary Line C: STA 15+50 3.0 96.1 23.0 9 95.3 4456 Sanitary Line C: STA 15+51 2.0 95.9 23.2 9 95.1 4457 Sanitary Line C: STA 15+52 1.0 96.5 22.5 9 95.7 4458 Sanitary Line C: STA 15+53 0.0 97.3 22.3 9 96.5 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. Submitted by: E-Mail 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