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Belt Line Trade-LR060516 REED EnGinEERinG GEOTECHNICAL AND G R Cl U F' ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Belt Line Trade Center Building A 500 E. Belt Line Road Coppell, Texas ,/ I REPORTED TO: 101 5420 LBJ Freeway, Suite 1275 Dallas, Texas 75240 A TTN: Mr. Chris Parnell REPORT NO. 9 REPORT DATE: 05-16-06 REG PROJECT NO. 13335 TECHNICIAN: P. Butler PAGE: 1 of 2 CONTRACTOR: Raymond Construction Proctor No. 1 2 3 4 5 ASTM Standard 0-698 0-698 0-698 0-698 0-698 Descri tion Dark red & gray clay Orange & gray sandy clay Tan & gray sandy clay Dark brown & gray clay Light brown & gray clay w/calcareous nodules Optimum Moisture, % 18.6 16.4 10.9 20.6 21.2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pet) (%) 10 Level (%) 222 04-24-06 Bldg Pad: 20'S, 1 0'W(1) 1.0 101.3 20.4 2 94.4 223 Bldg Pad: 60'S, 60'W(1) 1.0 102.6 19.5 2 95.6 224 Bldg Pad: 40'S, 1 00'W(1) 1.0 100.6 21.0 2 93.7 225 Bldg Pad: 80'S, 150'W(1) 1.0 94.5 23.5 5 95.9 226 Bldg Pad: 10'S, 200'W(1) 1.0 92.7 25.0 5 94.1 227 Bldg Pad: 100'S, 250'W (1) 1.0 92.2 25.6 5 93.5 228 Bldg Pad: 75'8, 300'W (1) 1.0 99.5 21.4 2 92.7 229 Bldg Pad: 45'8, 365'W (1) 1.0 102.6 18.9 2 95.6 230 Bldg Pad: 25'S, 425'W (1) 1.0 102.1 18.5 2 95.1 231 Bldg Pad: 15'S, 500'W(1) 1.0 101.4 20.7 2 94.5 232 Bldg Pad: 140'S, 485'W(1) 1.0 100.9 21.1 2 94.0 233 Bldg Pad: 185'S, 410'W(1) 1.0 100.6 21.4 2 93.7 234 Bldg Pad: 200'S, 370'W(1) 1.0 101.8 21.1 2 94.9 235 Bldg Pad: 155'8, 320'W (1) 1.0 94.3 24.0 5 95.7 236 Bldg Pad: 11 O'S, 255'W (1) 1.0 95.1 23.2 5 96.5 237 Bldg Pad: 135'S, 210'W(1) 1.0 104.2 17.4 2 97.1 238 Bldg Pad: 175'8, 165'W(1) 1.0 94.6 23.8 5 96.0 239 Bldg Pad: 160'S, 120'W(1) 1.0 93.8 24.6 5 95.2 240 Bldg Pad: 135'8, 80'W(1) 1.0 101.1 20.8 2 94.2 241 Bldg Pad: 120'S, 25'W(1) 1.0 101.6 20.0 2 94.7 242 04-25-06 Bldg Pad: 20'S, 550'W(1) 2.0 94.0 23.0 5 95.4 243 BldQ Pad: 70'S, 610'W(1) 1.5 92.7 24.7 5 94.1 2424 STUTZ DR. . SU ITE 400 . DALLAS. TX 75235 . TEL (214) 350 5600 . FAX (214) 350 0019 REPORT NO. 9 REPORT DATE: 05-16-06 REG PROJECT NO. 13335 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) 10 Level (%) 244 04-25-06 Bldg Pad: 85'S, 670'W(1) 1.3 92.2 26.0 5 93.6 245 Bldg Pad: 10'S, 710'W(1) 2.0 94.3 24.1 5 95.7 246 Bldg Pad: 90'S, 770'W(1) 2.5 104.0 23.2 2 96.8 247 Bldg Pad: 5'S, 800'W(1) 2.0 102.0 18.6 2 95.0 248 Bldg Pad: 40'S, 850'W (1) 1.0 99.4 21.4 2 92.6 249 Bldg Pad: 75'S, 900'W (1) 1.0 94.3 22.7 1 93.4 250 Bldg Pad: 40'S, 880'W(1) 1.0 94.0 23.1 1 93.1 251 Bldg Pad: 10'8, 815'W(1) 2.0 96.6 21.6 1 95.7 252 Bldg Pad: 60'8, 760'W (1) 1.5 95.4 22.4 1 94.5 253 Bldg Pad: 95'S, 720'W(1) 1.3 94.6 23.5 1 93.7 254 Bldg Pad: 70'S, 655'W(1) 1.0 99.4 21.1 2 92.6 255 Bldg Pad: 15'S, 600'W(1) 1.3 100.0 20.9 2 93.1 256 Bldg Pad: 30'S, 570'W (1) 1.5 93.5 25.6 5 94.9 257 Bldg Pad: 45'S, 520'W(1) 2.0 94.9 24.7 5 96.3 258 Bldg Pad: 130'S, 500'W (1) 2.3 104.0 17.5 2 96.8 259 Bldg Pad: 150'S, 550'W(1) 2.0 102.6 19.0 2 95.6 260 Bldg Pad: 180'S, 600'W(1) 2.0 97.1 19.9 1 96.2 261 Bldg Pad: 200'S, 650'W(1) 1.5 95.6 22.0 1 94.7 262 Bldg Pad: 170'S, 700'W(1) 8.0 101.5 21.0 2 94.5 263 Bldg Pad: 140'8, 750'W(1) 8.0 102.8 19.5 2 95.8 264 Bldg Pad: 110'8, 800'W(1) 8.0 103.2 18.7 2 96.1 265 Bldg Pad: 135'S, 850'W(1) 8.0 100.6 21.4 2 93.7 266 Bldg Pad: 240'S, 15'W(1) 3.0 94.2 23.6 5 95.6 267 Bldg Pad: 280'S, 65'W(1) 3.0 95.3 22.5 5 96.7 268 Bldg Pad: 265'S, 110'W(1) 3.0 93.6 24.0 5 95.0 269 Bldg Pad: 210'S, 160'W(1) 3.0 92.2 26.0 5 93.6 270 Bldg Pad: 300'S, 21 O'W(1) 3.0 91.6 26.2 5 92.9 271 Bldg Pad: 275'S, 260'W(1) 3.0 92.1 25.8 5 93.4 272 Bldg Pad: 250'S, 320'W(1) 3.0 101.6 20.7 2 94.6 273 Bldg Pad: 235'S, 380'W(1) 3.0 94.0 24.6 5 95.3 274 Bldg Pad: 220'8, 430'W(1) 3.0 95.1 23.0 5 96.5 275 BldQ Pad: 270'S, 500'W(1) 3.0 95.7 22.3 5 97.1 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E. building corner. Mail Distribution: (1) IDI/Mr. Chris Parnell (1) Raymond Construction/ Mr. David Layne Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr. Manager, CMT BW/cn REED EnGinEERinG GEOTECHNICAL AND G R Cl U F' ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Belt Line Trade Center Building A 500 E. Belt Line Road Cappel!, Texas REPORTED TO: 101 REPORT NO. 10 5420 LBJ Freeway, Suite 1275 REPORT DATE: 05-16-06 Dallas, Texas 75240 REG PROJECT NO. 13335 ATTN: Mr. Chris Parnell TECHNICIAN: P. Butler PAGE: 1 of 2 CONTRACTOR: Raymond Construction Proctor ASTM Optimum No. Standard Descri tion Moisture, % 1 0-698 Dark red & gray clay 18.6 2 0-698 Orange & gray sandy clay 16.4 3 0-698 Tan & gray sandy clay 10.9 4 0-698 Dark brown & gray clay 20.6 5 0-698 Light brown & gray clay w/calcareous 21.2 nodules Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet ( cf % ID Level % 276 04-27-06 Bldg Pad: 140'S, 600'W(1) 7.0 92.6 26.0 5 94.0 277 Bldg Pad: 180'S, 650'W (1) 7.0 92.2 26.1 5 93.6 278 Bldg Pad: 130'S, 685'W(1) 7.0 93.8 24.0 5 95.2 279 Bldg Pad: 150'S, 715'W(1) 7.0 95.1 23.5 5 96.5 280 Bldg Pad: 190'S, 800'W(1) 7.0 94.0 22.6 5 95.4 281 Bldg Pad: 11 O'S, 830'W(1) 7.0 95.3 22.0 5 96.7 282 Bldg Pad: 130'S, 870'W(1) 7.0 94.5 24.9 5 95.9 283 Bldg Pad: 165'8, 910'W(1) 7.0 93.2 25.6 5 94.6 284 Bldg Pad: 230'S, 900'W(1) 8.0 100.7 20.8 2 93.8 285 Bldg Pad: 260'S, 820'W(1) 8.0 111.7 14.9 3 95.6 286 Bldg Pad: 285'8, 760'W(1) 8.0 110.0 15.6 3 94.1 287 Bldg Pad: 300'S, 710'W(1) 8.0 111.3 14.3 3 95.2 288 Bldg Pad: 210'S, 670'W(1) 8.0 102.7 19.7 2 95.7 289 Bldg Pad: 245'S, 600'W(1) 8.0 103.1 19.1 2 96.1 290 Bldg Pad: 265'8, 570'W(1) 8.0 103.0 18.6 2 96.0 291 Bldg Pad: 290'8, 520'W(1) 8.0 102.6 18.7 2 95.6 292 Bldg Pad: 285'S, 540'W(1) 7.0 92.6 26.1 5 94.0 293 Bldg Pad: 270'S, 580'W(1) 7.0 92.1 26.2 5 '93.5 294 Bldg Pad: 245'S, 630'W(1) 7.0 91.3 25.8 5 92.6 295 Bldg Pad: 230'S, 700'W(1) 7.0 93.0 25.5 5 94.4 296 Bldg Pad: 210'S, 740'W(1) 7.0 93.1 26.0 5 94.5 297 Bid Pad: 260'S, 785'W 1 7.0 93.7 24.0 5 95.1 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . FAX (214) 3500019 REPORT NO. 10 REPORT DATE: 05-16-06 REG PROJECT NO. 13335 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) 10 Level (%) 298 04-27-06 Bldg Pad: 245'S, 830'W(1) 7.0 100.6 20.4 2 93.7 299 Bldg Pad: 270'S, 900'W(1) 7.0 102.6 18.1 2 95.6 300 Bldg Pad: 210'S, 15'W(1) 2.0 102.0 18.0 2 95.0 301 Bldg Pad: 225'S, 45'W (1) 2.0 102.9 17.9 2 95.9 302 Bldg Pad: 235'S, 90'W(1) 2.0 103.3 17.1 2 96.3 303 Bldg Pad: 250'S, 130'W(1) 2.0 102.7 20.7 2 95.7 304 Bldg Pad: 270'S, 175'W (1) 2.0 102.0 21.4 2 95.0 305 Bldg Pad: 285'S, 250'W(1) 2.0 101.6 21.2 2 94.6 306 Bldg Pad: 300'8, 340'W(1) 2.0 93.8 23.7 5 95.2 307 Bldg Pad: 265'8, 385'W(1) 2.0 94.7 23.0 5 96.1 308 Bldg Pad: 220'S, 420'W(1) 2.0 93.4 24.9 5 94.8 309 BldQ Pad: 235'S, 500'W(1) 2.0 92.6 25.6 5 94.0 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E. building corner. Mail Distribution: (1) IDI/Mr. Chris Parnell (1) Raymond Construction/ Mr. David Layne Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr. Manager, CMT BW/cn