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Coppell Ind 2- LR150611 (2)
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 REPORT OF FIELD DENSITY TESTS Tradepoint Business Park Building 1B Expansion 980 W. Bethel Road Coppell, Texas REPORTED TO: Hillwood Investment Properties 3090 Olive Street, Suite 300 Dallas, Texas 75219 ATTN: Mr. Mike Jones REPORT NO. 38 REPORT DATE: 06-11-15 REG PROJECT NO. 20346 TECHNICIAN: T. Jones PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services Proctor No. ASTM Standard Description Optimum Moisture, % Maximum Density, PCF 1 D-698 Dark brown & tan clay 24.1 97.3 2 D-698 Yellowish brown clay w/calcareous nodules 23.3 97.2 3 D-698 Dark gray clay 19.6 104.1 4 D-698 Dark brown clay (lime-treated) 25.0 90.6 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 467 06-02-15 Bldg Pad: 348’S, 37’E(1) 0.0 88.1 23.5 4 97.2 468 Bldg Pad: 311’S, 153’E(1) 0.0 87.7 23.8 4 96.8 469 Bldg Pad: 333’S, 279’E(1) 0.0 88.0 23.6 4 97.1 470 Bldg Pad: 309’S, 312’E(1) 0.0 88.3 23.3 4 97.5 471 Bldg Pad: 342’S, 414’E(1) 0.0 88.5 23.1 4 97.7 472 Bldg Pad: 390’S, 485’E(1) 0.0 87.9 23.6 4 97.0 473 Bldg Pad: 358’S, 364’E(1) 0.0 88.2 23.4 4 97.4 474 Bldg Pad: 374’S, 228’E(1) 0.0 87.8 23.9 4 96.9 475 Bldg Pad: 361’S, 169’E(1) 0.0 87.5 24.1 4 96.6 476 Bldg Pad: 397’S, 77’E(1) 0.0 87.6 24.1 4 96.7 477 Bldg Pad: 405’S, 25’E(1) 0.0 87.2 24.4 4 96.2 478 Bldg Pad: 444’S, 120’E(1) 0.0 87.4 24.3 4 96.5 479 Bldg Pad: 436’S, 261’E(1) 0.0 87.0 24.6 4 96.0 480 Bldg Pad: 421’S, 347’E(1) 0.0 87.3 24.3 4 96.4 481 Bldg Pad: 410’S, 452’E(1) 0.0 88.1 23.5 4 97.2 482 Bldg Pad: 496’S, 460’E(1) 0.0 87.2 24.5 4 96.2 483 Bldg Pad: 457’S, 374’E(1) 0.0 86.8 24.9 4 95.8 484 Bldg Pad: 463’S, 219’E(1) 0.0 86.9 26.6 4 95.9 485 Bldg Pad: 477’S, 162’E(1)0.0 86.2 27.4 4 95.1 486 Bldg Pad: 481’S, 40’E(1)0.0 86.4 27.1 4 95.4 487 Storm Line A: STA 3+25 4.0 92.5 27.5 2 95.1 488 Storm Line A: STA 4+25 3.0 93.1 26.9 2 95.8 489 Storm Line A: STA 3+50 2.0 99.3 23.1 3 95.4 490 Storm Line A: STA 4+00 1.0 100.6 22.4 3 96.6 491 06-03-15 Storm Line A: STA 1+75 4.0 92.7 27.6 2 95.4 492 Storm Line A: STA 2+75 3.0 93.4 26.6 2 96.1 REPORT NO. 38 REPORT DATE: 06-11-15 REG PROJECT NO. 20346 PAGE: 2 of 3 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 493 06-03-15 Storm Line A: STA 0+50 3.0 93.0 27.4 2 95.7 494 Storm Line A: STA 2+25 2.0 99.5 24.0 3 95.6 495 Storm Line A: STA 1+25 2.0 99.3 24.2 3 95.4 496 Storm Line A: STA 2+50 1.0 100.1 23.3 3 96.2 497 Storm Line A: STA 0+75 1.0 99.9 23.7 3 96.0 498 Storm LAT A1: STA 0+25 3.0 93.2 27.1 2 95.9 499 Storm LAT A1: STA 0+75 2.0 99.8 23.7 3 95.9 500 Storm LAT A1: STA 1+25 1.0 100.6 22.9 3 96.6 501 06-05-15 Sanitary Line A: STA 8+00 4.0 92.4 29.1 1 95.0 502 Sanitary Line A: STA 11+25 3.0 93.5 27.9 1 96.1 503 Sanitary Line A: STA 9+50 3.0 92.7 28.8 1 95.3 504 Sanitary Line A: STA 8+75 3.0 93.1 28.3 1 95.7 505 Sanitary Line A: STA 6+25 3.0 93.0 28.5 1 95.6 506 Sanitary Line A: STA 13+00 2.0 92.9 28.6 1 95.5 507 Sanitary Line A: STA 10+75 2.0 93.3 28.1 1 95.9 508 Sanitary Line A: STA 10+00 2.0 93.9 27.5 1 96.5 509 Sanitary Line A: STA 7+75 2.0 93.6 27.8 1 96.2 510 Sanitary Line A: STA 6+75 2.0 92.5 29.0 1 95.1 511 Sanitary Line A: STA 12+25 1.0 99.6 23.8 3 95.7 512 Sanitary Line A: STA 11+50 1.0 99.1 24.4 3 95.2 513 Sanitary Line A: STA 9+75 1.0 100.6 22.8 3 96.6 514 Sanitary Line A: STA 8+00 1.0 99.5 24.0 3 95.6 515 Sanitary Line A: STA 7+25 1.0 99.3 24.2 3 95.4 516 Storm LAT A1: STA 0+75 0.0 99.8 23.5 3 95.9 517 Storm LAT A2: STA 1+25 3.0 93.7 27.7 1 96.3 518 Storm LAT A3: STA 0+25 3.0 93.0 28.5 1 95.6 519 Storm LAT A2: STA 0+75 2.0 93.4 28.1 1 96.0 520 Storm LAT A3: STA 0+25 2.0 94.1 27.2 1 96.7 521 Storm LAT A2: STA 0+25 1.0 99.0 24.5 3 95.1 522 Storm LAT A3: STA 0+50 1.0 99.5 23.9 3 95.6 523 Storm LAT A2: STA 0+75 0.0 99.3 24.1 3 95.4 524 Storm LAT A3: STA 0+75 0.0 99.7 23.6 3 95.8 525 06-08-15 Water Line A: STA 13+25 3.0 94.0 27.2 1 96.6 526 Water Line A: STA 11+75 3.0 92.7 28.8 1 95.3 527 Water Line A: STA 10+25 3.0 93.7 27.6 1 96.3 528 Water Line A: STA 7+75 3.0 93.0 28.4 1 95.6 529 Water Line A: STA 12+50 2.0 93.9 27.4 1 96.5 530 Water Line A: STA 10+75 2.0 93.4 27.9 1 96.0 531 Water Line A: STA 9+50 2.0 92.5 29.0 1 95.1 532 Water Line A: STA 8+50 2.0 93.2 28.2 1 95.8 533 Water Line A: STA 13+00 1.0 100.7 22.7 3 96.7 534 Water Line A: STA 11+25 1.0 99.4 24.0 3 95.5 535 Water Line A: STA 10+00 1.0 99.9 23.4 3 96.0 536 Water Line A: STA 8+25 1.0 100.3 23.1 3 96.3 537 Water Line A: STA 12+25 0.0 100.0 23.4 3 96.1 REPORT NO. 38 REPORT DATE: 06-11-15 REG PROJECT NO. 20346 PAGE: 3 of 3 Test No. Date Location Depth Below Final S. G. (feet) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 538 Water Line A: STA 11+50 0.0 100.9 22.5 3 96.9 539 Water Line A: STA 9+25 0.0 100.6 22.8 3 96.6 540 Water Line A: STA 8+00 0.0 101.1 22.2 3 97.1 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from NW building corner. E-Mail Distribution: (1) Hillwood Investment Properties/ Mr. Mike Jones (1) Hillwood Investment Properties/ Ms. Sandy Carroll (1) Hillwood Construction Services/ Mr. David Grayson (1) Hillwood Construction Services/ Mr. Tom McConnell (1) City of Coppell/Mr. O’Dell Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F-3114 Bill Woolwine Sr. Manager, CMT BW/sp