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Coppell Trade 3-LR140218 REEM EnGIr1EER11•1E GEOTECHNICAL AND I G1=11:711-1F3 ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS . -- - Coppell Trade Center III Sandy Lake Road and Freeport Parkway Coppell, Texas REPORTED TO: Holt Lunsford Commercial REPORT NO. 14 5055 Keller Springs Road, Suite 300 REG PROJECT.NO. 19397 Coppell, Texas ATTN: Mr. Ken Neman TECHNICIAN: A. Chairez PAGE: 1 of 3 CONTRACTOR: Mycon General Contractors Proctor I I ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Reddish brown clayey sand • 10 9 122 8 � 10.6 100..8 2 D-698 Brown sandy clay 15 9 114.1 3 D-698 Brown sandy clay 4 D-698 Gray clay 19.5 114.0 108.8 Reddish brown sandy clay 17.1 5 D-698 6 D-698 Yellowish brown clayey sand 13.8 115.8 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 370 02-08-14 Bldg Pad: 530'S, 70'W(1) 4.0 100.3 21.7 5 92.1 371 Bldg Pad: 531'S, 70'W(1) 3.0 102.1 21.2 5 93.8 372 Bldg Pad: 532'S, 70'W(1) 2.0 100.9 19.9 5 92.7 373 Bldg Pad: 533'S, 70'W(1) 1.0 108.0 16.3 2 94.6 374 Bldg Pad: 680'S, 70'W(1) 5.0 103.0 19.6 5 94.6 375 Bldg Pad: 681'S, 70'W(1) 4.0 100.8 21.6 5 92.6 376 Bldg Pad: 682'S, 70'W(1) 3.0 103.1 20.9 5 94.7 377 Bldg Pad: 683'S, 70'W(1) 2.0 105.5 17.5 2 92.4 378 Bldg Pad: 684'S, 70'W(1) 1.0 103.4 '20.5 5 95.0 379 Bldg Pad: 30'S, 100'W(1) 10.0 103.0 21.8 5 94.6 380 Bldg Pad: 31'S, 100'W(1) 9.0 106.7 17.2 2 93.5 381 Bldg Pad: 32'S, 100'W(1) 8.0 104.5 19.2 5 96.0 382 Bldg Pad: 33'S, 100'W(1) 7.0 102.2 20.4 5 93.9 383 Bldg Pad: 140'S, 100'W(1) 13.0 104.2 19.2 5 95.7 384 Bldg Pad: 141'S, 100'W(1) 12.0 107.4 17.1 2 94.1 385 Bldg Pad: 142'S, 100'W(1) 11.0 108.2 18.9 2 94.8 386 Bldg Pad: 143'S, 100'W(1) 10.0 108.3 18.4 2 94.9 387 Bldg Pad: 250'S, 110'W(1) 16.0 103.1 .19.2 5 94.7 388 Bldg Pad: 251'S, 110'W(1) 15.0 104.2 21.3 5 95.7 389 Bldg Pad: 252'S, 110'W(1) 14.0 101.9 21.7 5 93.6 390 Bldg Pad: 253'S, 110'W(1) 13.0 106.3 17.5 2 93.1 391 Bldg Pad: 320'S, 100'W(1) 15.0 105.3 17.8 2 92.2 392 Bldg Pad: 321'S, 100'W 14.0 100.4 20.3 5 iGsR IC /Pi . 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REPORT NO. 14 REPORT DATE: 02-18-14 REG PROJECT NO. 19397 PAGE: 2 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet 13.0 102.5 21.4 4 cf % ID Level. 5 94.2 9 393 02-08-14 Bldg Pad: 322'S, 100'W(1) 15.0 105.4 17.9 2 944,.2 394 Bldg Pad: 450'S, 110'W(1) 94.3 . 395 Bldg Pad: 451'S, 110'W(1) 13.0 104.5 19.14.0 102.7 19.5 5 7 5 96.0 396 Bldg Pad: 452'S, 110'W(1) 397 Bldg Pad: 520'S, 110'W(1) 15.0 105.3 16.4 2 92.2 398 Bldg Pad: 521'S, 110'W(1) 14.0 103.2 '21.9 5 94.8 399 Bldg Pad: 522'S, 110'W(1) 13.0 102.5 20.2 5 8 96.1 94 2 400 Bldg Pad: 620'S, 110'W(1) 14.0 104.6 21.3 5 9 .1 6.0 107.4 19.6 3 401 Bldg Pad: 621'S, 110'W(1) 13.0 103.5 20.4 5 95.9 402 02-09-14 Bldg Pad: 30'5, 110'W(1) 5 0 107.5 18.1 3 96.0 403 Bldg Pad: 31'S, 110'W(1) 4 0 19.8 3 96.0 107.5 18. 404 Bldg Pad: 32'S, 110'W(1) 96.0 405 Bldg Pad: 33'S, 110'W(1) 3.0 100.6 18.5 5 92.1 406 Bldg Pad: 150'S, 100'W(1) 9.0 101.4 20.2 5 407 Bldg Pad: 151'S, 100'W(1) 8.0 103.5 21.6 5 1 95 93..1 408 Bldg Pad: 152'S, 100'W(1) 7.0 109.2 17.5 3 97.5 409 Bldg Pad: 230'S, 100'W(1) 12.0 108.4 17.2 2 95.0 11.0 107.5 19.3 3 97.1 410 Bldg Pad: 231'S, 100'W(1) 12 0 108 7 19 1 3 411 Bldg Pad: 350'S, 110'W(1) 11.0 108.7 19.1 2 97.1 412 Bldg Pad: 351'S, 110'W(1) 94.0 3.0 102.3 18.2 5 93.7 413 02-11-14 Bldg Pad: 150'S, 110'W(1) 2 0 102.0 20.7 5 414 Bldg Pad: 151'S, 110'W(1) 1 0 102.0 20.7 3 93.4 415 Bldg Pad: 152'S, 110'W(1) 96.0 416 Bldg Pad: 250'S, 100'W(1) 8.0 107.5 20.1 3 96.0 417 Bldg Pad: 251'S, 110'W(1) 7.0 102.1 .21.1 5 93.0 10.0 100. 418 Bldg Pad: 252'S, 110'W(1) 100.6 6.0 101.2 18.3 5 19.5 5 93.0 419 Bldg Pad: 320'S, 100'W(1) 9 0 100.6 29.5 5 92.4 420 Bldg Pad: 321'S, 100'W(1) 421 Bldg Pad: 322'S, 100'W(1) 8.0 102.7 19.2 5 94.3 3 422 Bldg Pad: 323'S, 100'W(1) 7.0 105.4 18.8 2 992 2.3 423 Bldg Pad: 450'S, 100'W(1) 12.0 108.5 16.2 2 .0 424 Bldg Pad: 451'S, 100'W(1) 11.0 108.2 20.1 3 9956.6 425 Bldg Pad: 452'S, 100'W(1) 10.0 110.8 17.4 6 426 Bldg Pad: 453'S, 100'W(1) 9.0 111.3 18.0 6 96.1 .2 427 Bldg Pad: 540'S, 110'W(1) 12.0 107.7 19.3 3 9966.2 428 Bldg Pad: 541'S, 110'W(1) 11.0 113.3 18.7 6 97.8 429 Bldg Pad: 542'S, 110'W(1) 10.0 108.0 19.2 3 96 1 430 Bid. Pad: 543'S, 110'W 1 9.0 108.7 19.3 3 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from NE building corner. • • REPORT NO. 14 REPORT DATE: 02-18-14 REG PROJECT NO. 19397 PAGE: 3 of 3 E-Mail Submitted by: Distribution: (1) Holt Lunsford Commercial/ Mr. Ken Newman REED ENGINEERING GROUP, LTD. (1) Mycon General Contractors/ Registration Number F-3114 Mr. Ryan Stoll (1) Mycon General Contractors/ Original Signed By Mr. Al Arjona (1) Mycon General Contractors/ Bill Woolwine Ms. Carla Wolfe Sr. Manager, CMT (1) AGE Associates/Mr. Cody Bain BW/gym (1) Macatee Engineering/ Mr. Dayton Macatee Mail Distribution: (1) City of Coppell/Mr. Larry Davis REEa I EI-IGIr1EERII-lE GEOTECHNICAL AND G R O U I° ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Coppell Trade Center III Sandy Lake Road and Freeport Parkway Coppell, Texas REPORTED TO: Holt Lunsford Commercial REPORT NO. 15 5055 Keller Springs Road, Suite 300 REPORT DATE: 02-18-14 Coppell, Texas REG PROJECT NO. 19397 ATTN: Mr. Ken Neman TECHNICIAN: A. Chairez PAGE: 1 of 1 CONTRACTOR: Mycon General Contractors Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Reddish brown clayey sand 10.6 120.8 2 D-698 Brown sandy clay 13.9 114.1 3 D-698 Brown sandy clay • 15.7 111.9 4 D-698 Gray clay 19.5 114.0 5 D-698 Reddish brown sandy clay 17.1 108.8 6 D-698 Yellowish brown clayey sand 13.8 115.8 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location _ (feet) (pcf) (%) ID Level (%) 431 02-10-14 Bldg Pad: 80'S, 100'W(1) 2.0 109.4 ,17.6 2 95.9 432 Bldg Pad: 81'S, 100'W(1) 1.0 107.6 19.0 3 96.1 433 Bldg Pad: 200'S, 110'W(1) 6.0 108.7 20.2 3 97.1 434 Bldg Pad: 201'S, 110'W(1) 5.0 109.7 19.3 3 98.0 435 Bldg Pad: 202'S, 110'W(1) 4.0 108.7 14.9 2 95.3 436 Bldg Pad: 250'S, 100'W(1) 10.0 109.3 19.8 3 97.6 437 Bldg Pad: 252'S, 100'W(1) 9.0 108.7 19.5 3 97.1 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from NE building corner. • E-Mail Submitted by: Distribution: (1) Holt Lunsford Commercial/ Mr. Ken Newman REED ENGINEERING GROUP, LTD. (1) Mycon General Contractors/ Registration Number F-3114 Mr. Ryan Stoll (1) Mycon General Contractors/ Original Signed By Mr. Al Arjona Bill Woolwine (1) Mycon General Contractors/ BBilil Manager, CMT Ms. Carla Wolfe BW/mg (1) AGE Associates/Mr. Cody Bain (1) Macatee Engineering/ Mr. Dayton Macatee Mail Distribution: (1) City of Coppell/Mr. Larry Davis • 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019