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Coppell Trade 3-LR140211
REE17 Er"iGIr1EERIr1G GEOTECHNICAL AND G FR O U 1= 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. 11(Revised) 5055 Keller Springs Road, Suite 300 REPORT DATE: 02-11-14 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 (%) 209 02-02-14 Bldg Pad: 480'S, 20'W(1) 2.0 108.3 16.5 2 94.9 210 Bldg Pad: 481'S, 20'W(1) 1.5 101.5 17.3 5 93.2 211 Bldg Pad: 482'S, 20'W(1) 1.0 102.3 19.1 5 94.0 212 Bldg Pad: 560'S, 30'W(1) 4.0 105.7 18.4 2 92.6 213 Bldg Pad: 561'S, 30'W(1) 3.5 102.1 20.7 5 93.8 214 Bldg Pad: 562S, 30'W(1) 3.0 104.2 20.0 3 93.1 215 Bldg Pad: 563'S, 30'W(1) 2.5 108.0 16.4 6 93.2 216 Bldg Pad: 670'S, 20'W(1) 5.5 107.1 17.1 6 92.4 217 Bldg Pad: 671'S, 20'W(1) 5.0 102.7 21.1 5 94.3 218 Bldg Pad: 672'S, 20'W(1) 4.5 102.1 19.1 5 93.8 219 Bldg Pad: 673'S, 20'W(1) 4.0 103.6 21.7 5 95.2 220 Bldg Pad: 674'S, 20'W(1) 3.5 103.5 20.1 5 95.1 221 Bldg Pad: 20'S, 70'W(1) 16.0 103.7 17.9 3 92.6 222 Bldg Pad: 21'S, 70'W(1) 15.5 107.9 16.5 2 94.5 223 Bldg Pad: 22'S, 70'W(1) 15.0 107.7 16.5 2 94.3 224 Bldg Pad: 23'S, 70'W(1) 14.5 105.9 18.6 3 94.6 225 Bldg Pad: 24'S, 70'W(1) 14.0 103.6 17.5 3 92.5 226 Bldg Pad: 520'S, 30'W(1) 2.0 105.1 21.8 4 92.2 227 Bldg Pad: 521'S, 30'W(1) 1.5 106.9 15.0 2 93.6 228 Bldg Pad: 522'S, 30'W(1) 1.0 102.2 21.3 5 93.9 229 Bldg Pad: 650'S, 20'W(1) 3.0 101.3 20.0 5 93.1 230 Bldg Pad: 651'S, 20'W(1) 2.5 106.7 17.2 2 93.5 • 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REPORT NO. 11 (Revised) REPORT DATE: 02-11-14 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 (%) 231 02-02-14 Bldg Pad: 652'S, 20'W(1) 2.0 106.8 18.1 2 93.6 232 Bldg Pad: 653'S ,20'W(1) 1.5 106.2 18.3 2 93.0 233 Bldg Pad: 654'S 20'W(1) 1.0 103.6 21.1 3 92.5 234 Bldg Pad: 30'S, 70'W(1) 13.5 105.0 21.5 5 96.5 235 Bldg Pad: 31'S, 70'W(1) 13.0 106.9 22.2 2 93.6 236 Bldg Pad: 32'S, 70'W(1) 12.5 108.4 17.2 6 93.6 237 Bldg Pad: 33'S, 70'W(1) 12.0 100.4 20.9 5 92.2 238 Bldg Pad: 34'S, 70'W(1) 11.5 103.5 19.9 3 92.4 239 Bldg Pad: 60'S, 70'W(1) 11.0 103.8 18.9 3 92.7 240 Bldg Pad: 61'S, 70'W(1) 10.5 103.1 19.7 3 92.1 241 Bldg Pad: 62'S, 70'W(1) 10.0 107.4 24.4 4 94.2 242 Bldg Pad: 63'S, 70'W(1) 9.5 103.7 19.2 3 92.6 243 Bldg Pad: 64'S, 70'W(1) 9.0 102.0 21.4 5 93.7 244 02-03-14 Bldg Pad: 80'S, 70'W(1) 8.5 108.2 18.2 6 93.4 245 Bldg Pad: 81'S, 70'W(1) 8.0 103.2 19.6 3 92.2 246 Bldg Pad: 82'S, 70'W(1) 7.5 102.5 20.4 5 94.2 247 Bldg Pad: 83'S, 70'W(1) 7.0 108.4 17.4 6 93.6 248 Bldg Pad: 84'S, 70'W(1) 6.5 108.3 .18.4 6 93.5 249 Bldg Pad: 85'S, 70'W(1) 6.0 108.2 15.2 6 93.4 250 Bldg Pad: 180'S, 80'W(1) 16.0 107.2 17.9 6 92.5 251 Bldg Pad: 181'S, 80'W(1) 15.5 110.1 16.3 6 95.0 252 Bldg Pad: 182'S, 80'W(1) 15.0 108.9 17.8 6 94.0 253 Bldg Pad: 183'S, 80'W(1) 14.5 103.1 19.6 5 94.7 254 Bldg Pad: 184'S, 80'W(1) 14.0 101.2 19.2 5 93.0 255 Bldg Pad: 185'S, 80'W(1) 13.5 102.4 21.5 5 94.1 256 Bldg Pad: 186'S 80'W(1) 13.0 109.7 16.8 6 94.7 257 Bldg Pad: 250'S, 75'W(1) 16.0 102.2 21.5 5 93.9 258 Bldg Pad: 251'S, 75'W(1) 15.5 106.9 17.1 6 92.3 259 Bldg Pad: 252'S, 75'W(1) 15.0 103.6 17.1 3 92.5 260 Bldg Pad: 253'S, 75'W(1) 14.5 102.9 19.5 5 94.5 261 Bldg Pad: 30'S, 80'W(1) 5.5 100.2 20.9 5 92.0 262 Bldg Pad: 31'S, 80'W(1) 5.0 105.0 19.5 3 93.8 263 Bldg Pad: 32'S, 80'W(1) 4.5 102.5 21.3 5 94.2 264 Bldg Pad: 33'S, 80'W(1) 4.0 100.2 21.1 5 92.0 265 Bldg Pad: 34'S, 80'W(1) 3.5 103.0 20.5 5 94.6 266 Bldg Pad: 35'S, 80'W(1) 3.0 101.8 21.6 5 93.5 267 Bldg Pad: 180'S, 60'W(1) 12.5 102.0 .20.7 5 93.7 268 Bldg Pad: 181'S, 60'W(1) 12.0 101.3 20.3 5 93.1 269 Bldg Pad: 182'S, 60'W(1) 11.5 100.4 21.6 5 92.2 270 Bldg Pad: 183'S, 60'W(1) 11.0 102.3 20.3 5 94.0 271 Bldg Pad: 184'S, 60'W(1) 10.5 104.3 21.5 5 95.8 272 Bldg Pad: 185'S, 60'W(1) 10.0 108.9 16.2 6 94.0 273 Bldg Pad: 186'S, 60'W(1) 9.5 104.3 18.5 3 93.2 REPORT NO. 11 (Revised) REPORT DATE: 02-11-14 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 (%) 274 02-03-14 Bldg Pad: 60'S, 120'W(1) 16.0 108.3 17.6 6 93.5 275 Bldg Pad: 61'S, 120'W(1) 15.5 105.4 18.0 2 92.3 276 Bldg Pad: 62'S, 120'W(1) 15.0 107.2 15.8 2 93.9 277 Bldg Pad: 63'S, 120'W(1) 14.5 109.2 14.9 6 94.3 278 Bldg Pad: 64'S, 120'W(1) 14.0 105.7 15.8 2 92.6 279 Bldg Pad: 140'S, 75'W(1) 9.0 106.8 17.2 2 93.6 280 Bldg Pad: 141'S, 75'W(1) 8.5 108.9 18.1 6 94.0 281 Bldg Pad: 142'S, 75'W(1) 8.0 107.4 16.8 6 92.7 282 Bldg Pad: 143'S, 75'W(1) 7.5 102.3 20.5 5 94.0 283 Bldg Pad: 144'S, 75'W(1) 7.0 106.4 17.9 2 93.2 284 Bldg Pad: 145'S, 75'W(1) 6.5 108.6 17.6 6 93.7 285 Bldg Pad: 250'S, 85'W(1) 13.5 103.6 19.0 3 92.5 286 Bldg Pad: 251'S, 85'W(1) 13.0 103.5 19.4 3 92.4 287 Bldg Pad: 252'S, 85'W(1) 12.5 102.1 19.7 5 93.8 288 Bldg Pad: 253'S, 85'W(1) 12.0 103.5 17.2 3 92.4 289 Bldg Pad: 254'S, 85'W(1) 11.5 105.2 20.3 5 96.6 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 (1) Mycon General Contractors/ Bill Woolwine Ms. Carla Wolfe Sr. Manager, CMT (1) AGE Associates/Mr. Cody Bain BW/mg (1) Macatee Engineering/ Mr. Dayton Macatee Mail Distribution: (1) City of Coppell/Mr. Larry Davis • REEa I E1-1G11-IEERIr1E GEOTECHNICAL AND G R O LJ 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. 11 5055 Keller Springs Road, Suite 300 REPORT DATE: 02-11-14 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 (%) 209 02-02-14 Bldg Pad: 480'S, 20'W(1) 2.0 108.3 16.5 2 94.9 210 Bldg Pad: 481'S, 20'W(1) 1.5 101.5 17.3 5 93.2 211 Bldg Pad: 482'S, 20'W(1) 1.0 102.3 19.1 5 94.0 212 Bldg Pad: 560'S, 30'W(1) 4.0 105.7 18.4 2 92.6 213 Bldg Pad: 561'S, 30'W(1) 3.5 102.1 20.7 5 93.8 214 Bldg Pad: 562S, 30'W(1) 3.0 104.2 20.0 3 93.1 215 Bldg Pad: 563'S, 30'W(1) 2.5 108.0 16.4 6 93.2 216 Bldg Pad: 670'S, 20'W(1) 5.5 107.1 17.1 6 92.4 217 Bldg Pad: 671'S, 20'W(1) 5.0 102.7 21.1 5 94.3 218 Bldg Pad: 672'S, 20'W(1) 4.5 102.1 19.1 5 93.8 219 Bldg Pad: 673'S, 20'W(1) 4.0 103.6 21.7 5 95.2 220 Bldg Pad: 674'S, 20'W(1) 3.5 103.5 .20.1 5 95.1 221 Bldg Pad: 20'S, 70'W(1) 16.0 103.7 17.9 3 92.6 222 Bldg Pad: 21'S, 70'W(1) 15.5 107.9 16.5 2 94.5 223 Bldg Pad: 22'S, 70'W(1) 15.0 107.7 16.5 2 94.3 224 Bldg Pad: 23'S, 70'W(1) 14.5 105.9 18.6 3 94.6 225 Bldg Pad: 24'S, 70'W(1) 14.0 103.6 17.5 3 92.5 226 Bldg Pad: 520'S, 30'W(1) 2.0 105.1 21.8 4 92.2 227 Bldg Pad: 521'S, 30'W(1) 1. 106.9 15.0 2 93.6 228 Bldg Pad: 522'S, 30'W(1) 102.2 21.3 5 93.9 229 Bldg Pad: 650'S, 20'W(1) 3.0 101.3 20.0 5 93.1 230 Bldg Pad: 651'S, 20'W(1) , ._ / 109.:7 17.2 2 93.5 / / :4 f) ( Zi?5/Z,/ 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REPORT NO. 11 REPORT DATE: 02-11-14 . 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) (%a) ID Level (%U) 231 02-02-14 Bldg Pad: 652'S, 20'W(1) 2.0 106,8 18.1 2 93.6 232 Bldg Pad: 653'S ,20'W(1) 1.5 106.2 18.3 2 93.0 233 Bldg Pad: 654'S 20'W(1) 1.0 103.6 '21.1 3 92.5 234 Bldg Pad: 30'S, 70'W(1) 13.5 105.0 21.5 5 96.5 235 Bldg Pad: 31'S, 70'W(1) 13.0 106.9 22.2 2 93.6 236 Bldg Pad: 32'S, 70'W(1) 12.5 108.4 17.2 6 93.6 237 Bldg Pad: 33'S, 70'W(1) 12.0 100.4 20.9 5 92.2 238 Bldg Pad: 34'S, 70'W(1) 11.5 103.5 19.9 3 92.4 239 Bldg Pad: 60'S, 70'W(1) 11.0 103.8 18.9 3 92.7 240 Bldg Pad: 61'S, 70'W(1) 10.5 103.1 19.7 3 92.1 241 Bldg Pad: 62'S, 70'W(1) 10.0 107.4 24.4 4 94.2 242 Bldg Pad: 63'S, 70'W(1) 9.5 103.7 .19.2 3 92.6 243 Bldg Pad: 64'S, 70'W(1) 9.0 102.0 21.4 5 93.7 244 02-03-14 Bldg Pad: 80'S, 70'W(1) 8.5 108.2 18.2 6 93.4 245 Bldg Pad: 81'S, 70'W(1) 8.0 103.2 19.6 3 92.2 246 Bldg Pad: 82'S, 70'W(1) 7.5 102.5 20.4 5 94.2 247 Bldg Pad: 83'S, 70'W(1) 7.0 108.4 17.4 6 93.6 248 Bldg Pad: 84'S, 70'W(1) 6.5 108.3 18.4 6 93.5 249 Bldg Pad: 85'S, 70'W(1) 6.0 108.2 15.2 6 93.4 250 Bldg Pad: 180'S, 80'W(1) 16.0 107.2 17.9 6 92.5 251 Bldg Pad: 181'S, 80'W(1) 15.5 110.1 16.3 6 95.0 252 Bldg Pad: 182'S, 80'W(1) 15.0 108.9 '17.8 6 94.0 253 Bldg Pad: 183'S, 80'W(1) 14.5 103.1 19.6 5 94.7 254 Bldg Pad: 184'S, 80'W(1) 14.0 101.2 19.2 5 93.0 255 Bldg Pad: 185'S, 80'W(1) 13.5 102.4 21.5 5 94.1 256 Bldg Pad: 186'S 80'W(1) 13.0 109.7 16.8 6 94.7 257 Bldg Pad: 250'S, 75'W(1) 16.0 102.2 21.5 5 93.9 258 Bldg Pad: 251'S, 75'W(1) 15.5 106.9 17.1 6 92.3 259 Bldg Pad: 252'S, 75'W(1) 15.0 103.6 17.1 3 92.5 260 Bldg Pad: 253'S, 75'W(1) 14.5 102.9 19.5 5 94.5 261 Bldg Pad: 30'S, 80'W(1) 5.5 100.2 20.9 5 92.0 262 Bldg Pad: 31'S, 80'W(1) 5.0 105.0 19.5 3 93.8 263 Bldg Pad: 32'S, 80'W(1) 4.5 102.5 21.3 5 94.2 264 Bldg Pad: 33'S, 80'W(1) 4.0 100.2 21.1 5 92.0 265 Bldg Pad: 34'S, 80'W(1) 3.5 103.0 20.5 5 94.6 266 Bldg Pad: 35'S, 80'W(1) 3.0 101.8 21.6 5 93.5 267 Bldg Pad: 180'S, 60'W(1) 12.5 102.0 20.7 5 93.7 268 Bldg Pad: 181'S, 60'W(1) 12.0 101.3 20.3 5 93.1 269 Bldg Pad: 182'S, 60'W(1) 11.5 100.4 21.6 5 92.2 270 Bldg Pad: 183'S, 60'W(1) 11.0 102.3 20.3 5 94.0 271 Bldg Pad: 184'S, 60'W(1) 10.5 104.3 .21.5 5 95.8 272 Bldg Pad: 185'S, 60'W(1) 10.0 108.9 16.2 6 94.0 273 Bldg Pad: 186'S, 60'W(1) 9.5 104.3 18.5 3 93.2 REPORT NO. 11 REPORT DATE: 02-11-14 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 (%) 274 02-03-14 Bldg Pad: 60'S, 120'W(1) 16.0 108.3 17.6 6 93.5 275 Bldg Pad: 61'S, 120'W(1) 15.5 105.4 '18.0 2 92.3 276 Bldg Pad: 62'S, 120'W(1) 15.0 107.2 15.8 2 93.9 277 Bldg Pad: 63'S, 120'W(1) 14.5 109.2 14.9 6 94.3 278 Bldg Pad: 64'S, 120'W(1) 14.0 105.7 15.8 2 92.6 279 Bldg Pad: 140'S, 75'W(1) 9.0 106.8 17.2 2 93.6 280 Bldg Pad: 141'S, 75'W(1) 8.5 108.9 18.1 6 94.0 281 Bldg Pad: 142'S, 75'W(1) 8.0 107.4 16.8 6 92.7 282 Bldg Pad: 143'S, 75'W(1) 7.5 102.3 20.5 5 94.0 283 Bldg Pad: 144'S, 75'W(1) 7.0 106.4 17.9 2 93.2 284 Bldg Pad: 145'S, 75'W(1) 6.5 108.6 17.6 6 93.7 285 Bldg Pad: 250'S, 85'W(1) 13.5 103.6 19.0 3 92.5 286 Bldg Pad: 251'S, 85'W(1) 13.0 103.5 19.4 3 92.4 287 Bldg Pad: 252'S, 85'W(1) 12.5 102.1 19.7 5 93.8 288 Bldg Pad: 253'S, 85'W(1) 12.0 103.5 17.2 3 92.4 289 Bldg Pad: 254'S, 85'W(1) 11.5 105.2 20.3 5 96.6 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 (1) Mycon General Contractors/ Bill Woolwine Ms. Carla Wolfe Sr. Manager, CMT (1) AGE Associates/Mr. Cody Bain BW/mg (1) Macatee Engineering/ Mr. Dayton Macatee Mail Distribution: (1) City of Coppell/Mr. Larry Davis FLEE ]=i I E✓ nminEEF:iinm GEOTECHNICAL AND c5 FR CI 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. 11(Revised) 5055 Keller Springs Road, Suite 300 REPORT DATE: 02-11-14 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 (%) 209 02-02-14 Bldg Pad:480'S, 20'W(1) 2.0 108.3 16.5 2 94.9 210 Bldg Pad:481'S, 20'W(1) 1.5 101.5 17.3 5 93.2 211 Bldg Pad:482'S, 20'W(1) 1.0 102.3 19.1 5 94.0 212 Bldg Pad: 560'S, 30'W(1) 4.0 105.7 18.4 2 92.6 213 Bldg Pad: 561'S, 30'W(1) 3.5 102.1 20.7 5 93.8 214 Bldg Pad: 562S, 30'W(1) 3.0 104.2 20.0 3 93.1 215 Bldg Pad: 563'S, 30'W(1) 2.5 108.0 16.4 6 93.2 216 Bldg Pad: 670'S, 20'W(1) 5.5 107.1 17.1 6 92.4 217 Bldg Pad: 671'S, 20'W(1) 5.0 102.7 21.1 5 94.3 218 Bldg Pad: 672'S, 20'W(1) 4.5 102.1 19.1 5 93.8 219 Bldg Pad: 673'S, 20'W(1) 4.0 103.6 21.7 5 95.2 220 Bldg Pad: 674'S, 20'W(1) 3.5 103.5 20.1 5 95.1 221 Bldg Pad: 20'S,70'W(1) 16.0 103.7 17.9 3 92.6 222 Bldg Pad: 21'S,70'W(1) 15.5 107.9 16.5 2 94.5 223 Bldg Pad: 22'S,70'W(1) 15.0 107.7 16.5 2 94.3 224 Bldg Pad: 23"S, 70'W(1) 14.5 105.9 18.6 3 94.6 225 Bldg Pad: 24'S,70'W(1) 14.0 103.6 17.5 3 92.5 226 Bldg Pad: 520'S, 30'W(1) 2.0 105.1 21.8 4 92.2 227 Bldg Pad: 521'S, 30W(1) 1.5 106.9 15.0 2 93.6 228 Bldg Pad: 522'S, 30'W(1) 1.0 102.2 21.3 5 93.9 229 Bldg Pad: 650'S, 20'W(1) 3.0 101.3 20.0 5 93.1 230 Bldg Pad: 651'S, 20'W(1) 2.5 106.7 17.2 2 93.5 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL 12141 350 5600 • FAX 1214; 350 0019 REPORT NO. 11 (Revised) REPORT DATE: 02-11-14 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(%) 231 02-02-14 Bldg Pad:652'S, 20'W(1) 2.0 106.8 18.1 2 93.6 232 Bldg Pad: 653'S ,20'W(1) 1.5 106.2 18.3 2 93.0 233 Bldg Pad: 654'S 20'W(1) 1.0 103.6 21.1 3 92.5 234 Bldg Pad: 30'S,70'W(1) 13.5 105.0 21.5 5 96.5 235 Bldg Pad: 31'S, 70'W(1) 13.0 106.9 22.2 2 93.6 236 Bldg Pad: 32'S, 70'W(1) 12.5 108.4 17.2 6 93.6 237 Bldg Pad: 33'S, 70'W(1) 12.0 100.4 20.9 5 92.2 238 Bldg Pad: 34'S, 70'W(1) 11.5 103.5 19.9 3 92.4 239 Bldg Pad: 60'S, 70'W(1) 11.0 103.8 18.9 3 92.7 240 Bldg Pad: 61'S, 70'W(1) 10.5 103.1 19.7 3 92.1 241 Bldg Pad: 62'S, 70'W(1) 10.0 107.4 24.4 4 94.2 242 Bldg Pad: 63'S,70'W(1) 9.5 103.7 19.2 3 92.6 243 Bldg Pad: 64'S,70'W(1) 9.0 102.0 21.4 5 93.7 244 02-03-14 Bldg Pad: 80'S, 70'W(1) 8.5 108.2 18.2 6 93.4 245 Bldg Pad: 81'S, 70'W(1) 8.0 103.2 19.6 3 92.2 246 Bldg Pad: 82'S, 70'W(1) 7.5 102.5 20.4 5 94.2 247 Bldg Pad: 83'S, 70'W(1) 7.0 108.4 17.4 6 93.6 248 Bldg Pad: 84'S,70"W(1) 6.5 108.3 18.4 6 93.5 249 Bldg Pad: 85"S,70 1/V(1) 6.0 108.2 15.2 6 93.4 250 Bldg Pad: 180'S, 80'W(1) 16.0 107.2 17.9 6 92.5 251 Bldg Pad: 181'S, 80'W(1) 15.5 110.1 16.3 6 95.0 252 Bldg Pad: 182'S, 80'W(1) 15.0 108.9 17.8 6 94.0 253 Bldg Pad: 183'S, 80'W(1) 14.5 103.1 19.6 5 94.7 254 Bldg Pad: 184'S, 80'W(1) 14.0 101.2 19.2 5 93.0 255 Bldg Pad: 185'S, 80'W(1) 13.5 102.4 21.5 5 94.1 256 Bldg Pad: 186'S 80'W(1) 13.0 109.7 16.8 6 94.7 257 Bldg Pad: 250'S, 75'W(1) 16.0 102.2 21.5 5 93.9 258 Bldg Pad: 251'S, 75'W(1) 15.5 106.9 17.1 6 92.3 259 Bldg Pad: 252'S, 75'W(1) 15.0 103.6 17.1 3 92.5 260 Bldg Pad: 253'S, 75'W(1) 14.5 102.9 19.5 5 94.5 261 Bldg Pad: 30'S, 80'W(1) 5.5 100.2 20.9 5 92.0 262 Bldg Pad: 31'S, 80'W(1) 5.0 1 05.0 19.5 3 93.8 263 Bldg Pad: 32'S, 80'W(1) 4.5 102.5 21.3 5 94.2 264 Bldg Pad: 33'S, 80'W(1) 4.0 100.2 21.1 5 92.0 265 Bldg Pad: 34'S, 80'W(1) 3.5 103.0 20.5 5 94.6 266 Bldg Pad: 35'S, 80'W(1) 3.0 101.8 21.6 5 93.5 267 Bldg Pad: 180'S, 60'W(1) 12.5 102.0 20.7 5 93.7 268 Bldg Pad: 181'S, 60'W(1) 12.0 101.3 20.3 5 93.1 269 Bldg Pad: 182'S, 60'W(1) 11.5 100.4 21.6 5 92.2 270 Bldg Pad: 183'S, 60'W(1) 11.0 102.3 20.3 5 94.0 271 Bldg Pad: 184'S, 60'W(1) 10.5 104.3 21.5 5 95.8 272 Bldg Pad: 185'S, 60`W(1) 10.0 108.9 16.2 6 94.0 273 Bldg Pad: 186'S, 60'W(1) 9.5 104.3 18.5 3 93.2 REPORT NO. 11(Revised) REPORT DATE: 02-11-14 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(%) 274 02-03-14 Bldg Pad:60'S, 120'W(1) 16.0 108.3 17.6 6 93.5 275 Bldg Pad: 61'S, 120'W(1) 15.5 105.4 18.0 2 92.3 276 Bldg Pad: 62'S, 120'W(1) 15.0 107.2 15.8 2 93.9 277 Bldg Pad: 63"S, 120'W(1) 14.5 109.2 14.9 6 94.3 278 Bldg Pad: 64'S, 120'W(1) 14.0 105.7 15.8 2 92.6 279 Bldg Pad: 140'S, 75'W(1) 9.0 106.8 17.2 2 93.6 280 Bldg Pad: 141'S, 75'W(1) 8.5 108.9 18.1 6 94.0 281 Bldg Pad: 142'S, 75'W(1) 8.0 107.4 16.8 6 92.7 282 Bldg Pad: 143'S, 75'W(1) 7.5 102.3 20.5 5 94.0 283 Bldg Pad: 144'S, 75'W(1) 7.0 106.4 17.9 2 93.2 284 Bldg Pad: 145'S, 75'W(1) 6.5 108.6 17.6 6 93.7 285 Bldg Pad: 250'S, 85'W(1) 13.5 103.6 19.0 3 92.5 286 Bldg Pad: 251'S, 85'W(1) 13.0 103.5 19.4 3 92.4 287 Bldg Pad: 252'S, 85'W(1) 12.5 102.1 19.7 5 93.8 288 Bldg Pad: 253'S, 85'W(1) 12.0 103.5 17.2 3 92.4 289 Bldg Pad: 254'S, 85'W(1) 11.5 105.2 20.3 5 96.6 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! Mr. Al Arjona 'tr''"` ""' 0 '- (1) Mycon General Contractors! Ms. Carla Wolfe Bill Woolwine (1)AGE Associates/Mr. Cody Bain Sr. Manager, CMT (1) Macatee Engineering/ BW/mg Mr. Dayton Macatee Mail Distribution: (1) City of Coppell/Mr. Larry Davis