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Coppell Trade 3-LR140212
FREE = I Er1GIr1EEFRIr1G GEOTECHNICAL AND G Fl O U P 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. 12 (Revised) 5055 Keller Springs Road, Suite 300 REPORT DATE: 02-12-14 Coppell, Texas REG PROJECT NO. 19397 ATTN: Mr. Ken Neman TECHNICIAN: A. Chairez PAGE: 1 of 3 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 (%) 290 02-04-14 Bldg Pad: 200'S, 70'W(1) 6.0 107.7 19.7 3 96.2 291 Bldg Pad: 201'S, 70'W(1) 5.0 100.5 18.6 5 92.3 292 Bldg Pad: 202'S, 70'W(1) 4.0 108.2 .19.6 3 96.6 293 Bldg Pad: 203'S, 70'W(1) 3.0 101.2 19.5 5 93.0 294 Bldg Pad: 250'S, 80'W(1) 11.0 103.1 19.6 5 94.7 295 Bldg Pad: 251'S, 80'W(1) 10.0 101.1 21.7 5 92.9 296 Bldg Pad: 252'S, 80'W(1) 9.0 101.9 21.3 5 93.6 297 Bldg Pad: 253'S, 80'W(1) 8.0 108.0 20.4 3 96.5 298 Bldg Pad: 320'S, 75'W(1) 16.0 106.6 19.7 3 95.2 299 Bldg Pad: 321'S, 75'W(1) 15.0 109.5 19.7 3 97.8 300 Bldg Pad: 322'S, 75'W(1) 14.0 108.3 19.5 3 96.7 301 Bldg Pad: 323'S, 75'W(1) 13.0 101.5 19.3 5 93.2 302 Bldg Pad: 324'S, 75'W(1) 12.0 102.3 .19.1 5 94.0 303 Bldg Pad: 325'S, 75'W(1) 11.0 102.5 18.4 5 94.2 304 Bldg Pad: 420'S, 70'W(1) 16.0 106.2 17.2 2 93.0 305 Bldg Pad: 421'S, 70'W(1) 15.0 106.8 19.0 3 95.4 306 Bldg Pad: 422'S, 70'W(1) 14.0 117.1 14.7 1 96.9 307 Bldg Pad: 423'S, 70'W(1) 13.0 101.0 22.0 5 92.8 308 Bldg Pad: 424'S, 70'W(1) 12.0 103.1 18.8 5 94.7 309 Bldg Pad: 425'S, 70'W(1) 11.0 100.4 19.3 5 92.2 310 Bldg Pad: 550'S, 60'W(1) 16.0 101.9 19.4 5 93.6 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214j 350 0019 REPORT NO. 12(Revised) REPORT DATE: 02-12-14 REG PROJECT NO. 19397 PAGE: 2 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 311 02-04-14 Bldg Pad: 551'S, 60'W(1) 15.0 101.5 20.4 5 93.2 312 Bldg Pad: 552'S, 60'W(1) 14.0 108.4 19.4 3 96.8 313 Bldg Pad: 553'S, 60'W(1) 13.0 109.1 19.0 3 97.4 314 Bldg Pad: 680'S, 80'W(1) 16.0 106.8 19.2 3 95.4 315 Bldg Pad: 681'S, 80'W(1) 15.0 107.5 19.4 3 96.0 316 Bldg Pad: 682'S, 80'W(1) 14.0 109.1 20.7 3 97.4 317 Bldg Pad: 50'S, 110'W(1) 13.0 108.2 17.6 2 94.8 318 Bldg Pad: 51'S, 110'W(1) 12.0 104.4 21.1 5 95.9 319 Bldg Pad: 52'S, 110'W(1) 11.0 102.6 20.9 5 94.3 320 Bldg Pad: 130'S, 120'W(1) 16.0 107.7 21.2 3 96.2 321 Bldg Pad: 131'S, 120'W(1) 15.0 103.6 19.3 5 95.2 322 Bldg Pad: 132'S, 120'W(1) 14.0 107.7 17.7 3 96.2 323 Bldg Pad: 20'S, 60'W(1) 2.0 105.7 21.7 5 97.1 324 Bldg Pad: 21'S, 60'W(1) 1.0 105.1 20.1 5 96.5 325 Bldg Pad: 150'S, 80'W(1) 2.0 105.8 20.2 5 97.2 326 Bldg Pad: 151'S, 80'W(1) 1.0 107.6 19.7 3 96.1 327 Bldg Pad: 250'S, 70'W(1) 7.0 105.1 15.1 2 92.1 328 Bldg Pad: 251'S, 70'W(1) 6.0 107.8 15.2 2 94.4 329 Bldg Pad: 252'S, 70'W(1) 5.0 106.9 19.7 3 95.5 330 Bldg Pad: 320'S, 80'W(1) 10.0 103.7 21.5 5 95.3 331 Bldg Pad: 221'S, 80'W(1) 9.0 102.2 19.8 5 93.9 332 Bldg Pad: 430'S, 70'W(1) 11.0 108.1 .17.4 2 94.7 333 Bldg Pad: 431'S, 70'W(1) 10.0 106.5 19.2 3 95.1 334 02-05-14 Bldg Pad: 260'S, 70'W(1) 4.0 106.5 17.9 2 93.3 335 Bldg Pad: 261'S, 70'W(1) 3.0 108.3 16.5 2 94.9 336 Bldg Pad: 262'S, 70'W(1) 2.0 101.5 19.7 5 93.2 337 Bldg Pad: 263'S, 70'W(1) 1.0 102.3 19.6 5 94.0 338 Bldg Pad: 320'S, 70'W(1) 8.0 105.2 18.4 2 92.1 339 Bldg Pad: 321'S, 70'W(1) 7.0 104.1 20.7 5 95.6 340 Bldg Pad: 322'S, 70'W(1) 6.0 108.1 17.4 2 94.7 341 Bldg Pad: 323'S, 70'W(1) 5.0 107.1 16.7 2 93.8 342 Bldg Pad: 460'S, 80'W(1) 11.0 105.1 .17.5 2 92.1 343 Bldg Pad: 461'S, 80'W(1) 10.0 102.7 19.8 5 94.3 344 Bldg Pad: 462'S, 80'W(1) 9.0 103.6 21.7 5 95.2 345 Bldg Pad: 463'S, 80'W(1) 8.0 103.5 19.1 5 95.1 346 Bldg Pad: 530'S, 75'W(1) 12.0 104.3 21.6 5 95.8 347 Bldg Pad: 531'S, 75'W(1) 11.0 105.7 17.4 2 92.6 348 Bldg Pad: 532'S, 75'W(1) 10.0 107.9 17.5 2 94.5 349 Bldg Pad: 533'S, 75'W(1) 9.0 107.7 15.6 2 94.3 350 Bldg Pad: 630'S, 70'W(1) 13.0 105.7 17.4 2 92.6 351 Bldg Pad: 631'S, 70'W(1) 12.0 107.9 .18.9 2 94.5 352 Bldg Pad: 632'S, 70'W(1) 11.0 107.7 17.5 2 94.3 353 Bldg Pad: 633'S, 70'W(1) 10.0 105.9 16.1 2 92.8 354 Bldg Pad: 350'S, 75'W(1) 4.0 107.6 19.5 3 96.1 355 Bldg Pad: 351'S, 75'W(1) 3.0 109.3 19.2 3 97.6 • • REPORT NO. 12(Revised) REPORT DATE: 02-12-14 REG PROJECT NO. 19397 PAGE: 3 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 356 02-05-14 Bldg Pad: 352'S, 75'W(1) 2.0 111.4 17.6 6 96.2 357 Bldg Pad: 353'S, 75'W(1) 1.0 107.0 19.2 3 95.6 358 Bldg Pad: 450'S, 80'W(1) 7.0 107.1 19.8 3 95.7 359 Bldg Pad: 451'S, 80'W(1) 6.0 100.2 19.5 5 92.0 360 Bldg Pad: 452'S, 80'W(1) 5.0 105.3 18.3 2 92.2 361 Bldg Pad: 453'S, 80'W(1) 4.0 104.9 21.5 5 96.4 362 Bldg Pad: 550'S, 70'W(1) 8.0 102.2 21.3 5 93.9 363 Bldg Pad: 551'S, 70'W(1) 7.0 102.6 20.6 5 94.4 364 Bldg Pad: 552'S, 70'W(1) 6.0 101.3 20.0 5 93.1 365 Bldg Pad: 553'S, 70'W(1) 5.0 106.7 19.2 3 95.3 366 02-06-14 Bldg Pad: 650'S, 80'W(1) 9.0 108.6 19.8 3 97.0 367 Bldg Pad: 651'S, 80'W(1) 8.0 108.6 19.3 3 97.0 368 Bldg Pad: 652'S, 80'W(1) 7.0 106.8 19.1 3 95.4 369 Bldg Pad: 653'S, 80'W(1) 6.0 105.0 '16.5 2 92.0 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (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 (1) Mycon General Contractors/ Bill Woolwine Ms. Carla Wolfe Sr. Manager, CMT (1) AGE Associates/Mr. Cody Bain BW/jm (1) Macatee Engineering/ • Mr. Dayton Macatee Mail Distribution: (1) City of Coppell/Mr. Larry Davis REEa I Er' 111-1EER11-1C-s GEOTECHNICAL AND G R O U P 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. 12 5055 Keller Springs Road, Suite 300 REPORT DATE: 02-12-14 Coppell, Texas REG PROJECT NO. 19397 ATTN: Mr. Ken Neman TECHNICIAN: A. Chairez PAGE: 1 of 3 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 clayey sand 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 (%) 290 02-04-14 Bldg Pad: 200'S, 70'W(1) 6.0 107.7 19.7 3 96.2 291 Bldg Pad: 201'S, 70'W(1) 5.0 100.5 18.6 5 92.3 292 Bldg Pad: 202'S, 70'W(1) 4.0 108.2 19.6 3 96.6 293 Bldg Pad: 203'S, 70'W(1) 3.0 101.2 19.5 5 93.0 294 Bldg Pad: 250'S, 80'W(1) 11.0 103.1 19.6 5 94.7 295 Bldg Pad: 251'S, 80'W(1) 10.0 101.1 21.7 5 92.9 296 Bldg Pad: 252'S, 80'W(1) 9.0 101.9 21.3 5 93.6 297 Bldg Pad: 253'S, 80'W(1) 8.0 108.0 '20.4 3 96.5 298 Bldg Pad: 320'S, 75'W(1) 16.0 106.6 19.7 3 95.2 299 Bldg Pad: 321'S, 75'W(1) 15.0 109.5 19.7 3 97.8 300 Bldg Pad: 322'S, 75'W(1) 14.0 108.3 19.5 3 96.7 301 Bldg Pad: 323'S, 75'W(1) 13.0 101.5 19.3 5 93.2 302 Bldg Pad: 324'S, 75'W(1) 12.0 102.3 19.1 5 94.0 303 Bldg Pad: 325'S, 75'W(1) 11.0 102.5 18.4 5 94.2 304 Bldg Pad: 420'S, 70'W(1) 16.0 106.2 17.2 2 93.0 305 Bldg Pad: 421'S, 70'W(1) 15.0 106.8 19.0 3 95.4 306 Bldg Pad: 422'S, 70'W(1) 14.0 117.1 14.7 1 96.9 307 Bldg Pad: 423'S, 70'W(1) 13.0 101.0 22.0 5 92.8 308 Bldg Pad: 424'S, 70'W(1) 12.0 103.1 18.8 5 94.7 309 Bldg Pad: 425'S, 70'W(1) 11.0 100.4 19.3 5 92.2 310 Bldg Pad: 550'S, 60'W(1) 16.0 101.9 19.4 5 93.6 • 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REPORT NO. 12 REPORT DATE: 02-12-14 REG PROJECT NO. 19397 PAGE: 2 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 311 02-04-14 Bldg Pad: 551'S, 60'W(1) 15.0 101.5 20.4 5 93.2 312 Bldg Pad: 552'S, 60'W(1) 14.0 108.4 19.4 3 96.8 313 Bldg Pad: 553'S, 60'W(1) 13.0 109.1 19.0 3 97.4 314 Bldg Pad: 680'S, 80'W(1) 16.0 106.8 19.2 3 95.4 315 Bldg Pad: 681'S, 80'W(1) 15.0 107.5 19.4 3 96.0 316 Bldg Pad: 682'S, 80'W(1) 14.0 109.1 20.7 3 97.4 317 Bldg Pad: 50'S, 110'W(1) 13.0 108.2 '17.6 2 94.8 318 Bldg Pad: 51'S, 110'W(1) 12.0 104.4 21.1 5 95.9 319 Bldg Pad: 52'S, 110'W(1) 11.0 102.6 20.9 5 94.3 320 Bldg Pad: 130'S, 120'W(1) 16.0 107.7 21.2 3 96.2 321 Bldg Pad: 131'S, 120'W(1) 15.0 103.6 19.3 5 95.2 322 Bldg Pad: 132'S, 120'W(1) 14.0 107.7 17.7 3 96.2 323 Bldg Pad: 20'S, 60'W(1) 2.0 105.7 21.7 5 97.1 324 Bldg Pad: 21'S, 60'W(1) 1.0 105.1 20.1 5 96.5 325 Bldg Pad: 150'S, 80'W(1) 2.0 105.8 20.2 5 97.2 326 Bldg Pad: 151'S, 80'W(1) 1.0 107.6 19.7 3 96.1 327 Bldg Pad: 250'S, 70'W(1) 7.0 105.1 15.1 2 92.1 328 Bldg Pad: 251'S, 70'W(1) 6.0 107.8 15.2 2 94.4 329 Bldg Pad: 252'S, 70'W(1) 5.0 106.9 19.7 3 95.5 330 Bldg Pad: 320'S, 80'W(1) 10.0 103.7 21.5 5 95.3 331 Bldg Pad: 221'S, 80'W(1) 9.0 102.2 19.8 5 93.9 332 Bldg Pad: 430'S, 70'W(1) 11.0 108.1 17.4 2 94.7 333 Bldg Pad: 431'S, 70'W(1) 10.0 106.5 19.2 3 95.1 334 02-05-14 Bldg Pad: 260'S, 70'W(1) 4.0 106.5 17.9 2 93.3 335 Bldg Pad: 261'S, 70'W(1) 3.0 108.3 16.5 2 94.9 336 Bldg Pad: 262'S, 70'W(1) 2.0 101.5 19.7 5 93.2 337 Bldg Pad: 263'S, 70'W(1) 1.0 102.3 19.6 5 94.0 338 Bldg Pad: 320'S, 70'W(1) 8.0 105.2 18.4 2 92.1 339 Bldg Pad: 321'S, 70'W(1) 7.0 104.1 20.7 5 95.6 340 Bldg Pad: 322'S, 70'W(1) 6.0 108.1 17.4 2 94.7 341 Bldg Pad: 323'S, 70'W(1) 5.0 107.1 16.7 2 93.8 342 Bldg Pad: 460'S, 80'W(1) 11.0 105.1 17.5 2 92.1 343 Bldg Pad: 461'S, 80'W(1) 10.0 102.7 19.8 5 94.3 344 Bldg Pad: 462'S, 80'W(1) 9.0 103.6 21.7 5 95.2 345 Bldg Pad: 463'S, 80'W(1) 8.0 103.5 19.1 5 95.1 346 Bldg Pad: 530'S, 75'W(1) 12.0 104.3 21.6 5 95.8 347 Bldg Pad: 531'S, 75'W(1) 11.0 105.7 17.4 2 92.6 348 Bldg Pad: 532'S, 75'W(1) 10.0 107.9 17.5 2 94.5 349 Bldg Pad: 533'S, 75'W(1) 9.0 107.7 15.6 2 94.3 350 Bldg Pad: 630'S, 70'W(1) 13.0 105.7 17.4 2 92.6 351 Bldg Pad: 631'S, 70'W(1) 12.0 107.9 18.9 2 94.5 352 Bldg Pad: 632'S, 70'W(1) 11.0 107.7 17.5 2 94.3 353 Bldg Pad: 633'S, 70'W(1) 10.0 105.9 16.1 2 92.8 354 Bldg Pad: 350'S, 75'W(1) 4.0 107.6 19.5 3 96.1 355 Bldg Pad: 351'S, 75'W(1) 3.0 109.3 .19.2 3 97.6. REPORT NO. 12 REPORT DATE: 02-12-14 REG PROJECT NO. 19397 PAGE: 3 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 356 02-05-14 Bldg Pad: 352'S, 75'W(1) 2.0 111.4 17.6 6 96.2 357 Bldg Pad: 353'S, 75'W(1) 1.0 107.0 19.2 3 95.6 358 Bldg Pad: 450'S, 80'W(1) 7.0 107.1 19.8 3 95.7 359 Bldg Pad: 451'S, 80'W(1) 6.0 100.2 19.5 5 92.0 360 Bldg Pad: 452'S, 80'W(1) 5.0 105.3 18.3 2 92.2 361 Bldg Pad: 453'S, 80'W(1) 4.0 104.9 21.5 5 96.4 362 Bldg Pad: 550'S, 70'W(1) 8.0 102.2 .21.3 5 93.9 363 Bldg Pad: 551'S, 70'W(1) 7.0 102.6 20.6 5 94.4 364 Bldg Pad: 552'S, 70'W(1) 6.0 101.3 20.0 5 93.1 365 Bldg Pad: 553'S, 70'W(1) 5.0 106.7 19.2 3 95.3 366 02-06-14 Bldg Pad: 650'S, 80'W(1) 9.0 108.6 19.8 3 97.0 367 Bldg Pad: 651'S, 80'W(1) 8.0 108.6 19.3 3 97.0 368 Bldg Pad: 652'S, 80'W(1) 7.0 106.8 19.1 3 95.4 369 Bldg Pad: 653'S, 80'W(1) 6.0 105.0 16.5 2 92.0 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (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 (1) Mycon General Contractors/ Bill Woolwine Ms. Carla Wolfe Sr. Manager, CMT (1) AGE Associates/Mr. Cody Bain BW/jm (1) Macatee Engineering/ Mr. Dayton Macatee Mail . Distribution: (1) City of Coppell/Mr. Larry Davis FtEr3 I EnmrnEF= FuFnm GEOTECHNICAL AND E FR C!Li F:=' 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. 12 (Revised) 5055 Keller Springs Road, Suite 300 REPORT DATE: 02-12-14 Coppell,Texas REG PROJECT NO. 19397 ATTN: Mr. Ken Neman TECHNICIAN: A. Chairez PAGE: 1 of 3 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) (°lo) ID Level(%) 290 02-04-14 Bldg Pad: 200'S, 70'W(1) 6.0 107.7 19.7 3 96.2 291 Bldg Pad: 201'S, 70'W(1) 5.0 100.5 18.6 5 92.3 292 Bldg Pad: 202'S, 70'W(1) 4.0 108.2 19.6 3 96.6 293 Bldg Pad: 203'S, 70'W(1) 3.0 101.2 19.5 5 93.0 294 Bldg Pad: 250'S, 80'W(1) 11.0 103.1 19.6 5 94.7 295 Bldg Pad: 251'S, 80'W(1) 10.0 101.1 21.7 5 92.9 296 Bldg Pad: 252'S, 80'W(1) 9.0 101.9 21.3 5 93.6 297 Bldg Pad: 253'S, 80'W(1) 8.0 108.0 20.4 3 96,5 298 Bldg Pad: 320'S, 75'W(1) 16.0 106.6 19.7 3 95.2 299 Bldg Pad: 321'S, 75'W(1) 15.0 109.5 19.7 3 97.8 300 Bldg Pad: 322'S, 75'W(1) 14.0 108.3 19.5 3 96.7 301 Bldg Pad: 323'S, 75'W(1) 13.0 101.5 19.3 5 93.2 302 Bldg Pad: 324'S, 75'W(1) 12.0 102.3 19.1 5 94.0 303 Bldg Pad: 325'S, 75'W(1) 11.0 102.5 18.4 5 94.2 304 Bldg Pad:420'S, 70'W(1) 16.0 106.2 17.2 2 93.0 305 Bldg Pad:421'S, 70'W(1) 15.0 106.8 19.0 3 95.4 306 Bldg Pad:422'S, 70'W(1) 14.0 117.1 14.7 1 96.9 307 Bldg Pad:423'S, 70'W(1) 13.0 101.0 22.0 5 92.8 308 Bldg Pad: 424'S, 70'W(1) 12.0 1031 18.8 5 94.7 309 Bldg Pad:425'S, 70'W(1) 11.0 100.4 19.3 5 92.2 310 Bldg Pad: 550'S, 60'W(1) 16.0 101.9 19.4 5 93.6 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL 12141 350 5600 • r,..x 12141 350 0019 REPORT NO. 12(Revised) REPORT DATE: 02-12-14 REG PROJECT NO. 19397 PAGE: 2 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level(%) 311 02-04-14 Bldg Pad: 551'S, 60'W(1) 15.0 101.5 20.4 5 93.2 312 Bldg Pad: 552'S, 60'W(1) 14.0 108.4 19.4 3 96.8 313 Bldg Pad: 553'S, 60'W(1) 13.0 109.1 19.0 3 97.4 314 Bldg Pad: 680'S, 80'W(1) 16.0 106.8 19.2 3 95.4 315 Bldg Pad: 681'S, 80'W(1) 15.0 107.5 19.4 3 96.0 316 Bldg Pad: 682'S, 80'W(1) 14.0 109.1 20.7 3 97.4 317 Bldg Pad: 50'S, 110'W(1) 13.0 108.2 17.6 2 94.8 318 Bldg Pad: 51'S, 110'W(1) 12.0 104.4 21.1 5 95.9 319 Bldg Pad: 52'S, 110'W(1) 11.0 102.6 20.9 5 94.3 320 Bldg Pad: 130'S, 120'W(1) 16.0 107.7 21.2 3 96.2 321 Bldg Pad: 131'S, 120'W(1) 15.0 103.6 19.3 5 95.2 322 Bldg Pad: 132'S, 120'W(1) 14.0 107.7 17.7 3 96.2 323 Bldg Pad: 20'S,60'W(1) 2.0 105.7 21.7 5 97.1 324 Bldg Pad: 21'S,60'W(1) 1.0 105.1 20.1 5 96.5 325 Bldg Pad: 150'S, 80'W(1) 2.0 105.8 20.2 5 97.2 326 Bldg Pad: 151'S, 80'W(1) 1.0 107.6 19.7 3 96.1 327 Bldg Pad: 250'S, 70'W(1) 7.0 105.1 15.1 2 92.1 328 Bldg Pad: 251'S, 70'W(1) 6.0 107.8 15.2 2 94.4 329 Bldg Pad: 252'S, 70'W(1) 5.0 106.9 19.7 3 95.5 330 Bldg Pad: 320'S, 80'W(1) REPORT NO. 12(Revised) REPORT DATE; 02-12-14 REG PROJECT NO. 19397 PAGE: 3 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level(%) 356 02-05-14 Bldg Pad: 352'S, 75'W(1) 2.0 111.4 17.6 6 96.2 357 Bldg Pad: 353'S, 75'W(1) 1.0 107.0 19.2 3 95.6 358 Bldg Pad:450'S, 80'W(1) 7.0 107.1 19.8 3 95.7 359 Bldg Pad:451'S, 80'W(1) 6.0 100.2 19.5 5 92.0 360 Bldg Pad:452'S, 80'W(1) 5.0 105.3 18.3 2 92.2 361 Bldg Pad:453'S, 80W(1) 4.0 104.9 21.5 5 96.4 362 Bldg Pad: 550'S, 70'W(1) 8.0 102.2 21.3 5 93.9 363 Bldg Pad: 551'S, 70'W(1) 7.0 102.6 20.6 5 94.4 364 Bldg Pad: 552'S, 70'W(1) 6.0 101.3 20.0 5 93.1 365 Bldg Pad: 553'S, 70'W(1) 5.0 106.7 19.2 3 95.3 366 02-06-14 Bldg Pad:650'S, 80'W(1) 9.0 108.6 19.8 3 97.0 367 Bldg Pad: 651'S, 80'W(1) 8.0 108.6 19.3 3 97.0 368 Bldg Pad: 652'S, 80'W(1) 7.0 106.8 19.1 3 95.4 369 Bldg Pad: 653'S, 80'W(1) 6.0 105.0 16.5 2 92.0 Comments:Where tested, materials were in compliance with project specifications. Footnotes: (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! , ,,r Mr. Al Arjona �`"'` �"'t"� (1) Mycon General Contractors/ Ms. Carla Wolfe Bill Wooiwine (1)AGE Associates/Mr. Cody Bain Sr. Manager, CMT (1) Macatee Engineering/ BW/jm Mr. Dayton Macatee Mail Distribution: (1) City of Coppell/Mr. Larry Davis