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Belt Line Trade-LR060530 REED EnGinEERinG GEOTECHNICAL AND G R Cl U F' ENVIRONMENTAL CONSUL TANTS REPORT OF FIELD DENSITY TESTS Belt Line Trade Center Building A 500 E. Belt Line Road Cappel!, Texas REPORTED TO: 101 REPORT NO. 15 5420 LBj Freeway, Suite 1275 REPORT DATE: 05-30-06 Dallas, Texas 75240 REG PROJECT NO. 13335 A TTN: Mr. Chris Parnell TECHNICIAN: P. Butler PAGE: 1 of 3 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 % 10 Level % 130 05-12-06 Bldg Pad: 295'S, 1245'W(1) 2.0 97.6 24.1 4 95.0 131 Bldg Pad: 285'S, 1170'W(1) 2.0 98.8 23.5 4 96.1 132 Bldg Pad: 270'S, 1085'W(1) 2.0 98.5 23.9 4 95.8 133 Bldg Pad: 260'8, 1040'W(1) 2.0 97.2 24.8 4 94.6 134 Bldg Pad: 240'S, 1000'W(1) 2.0 96.6 25.1 4 94.0 135 Bldg Pad: 220'S, 960'W(1) 2.0 97.6 24.9 4 95.0 136 Bldg Pad: 205'S, 91 O'W (1) 2.0 98.9 23.1 4 96.2 137 Bldg Pad: 200'S, 880'W(1) 2.0 97.3 22.0 1 96.4 138 Bldg Pad: 215'S, 820'W(1) 2.0 98.5 19.6 1 97.6 139 Bldg Pad: 225'S, 765'W(1) 2.0 95.8 22.9 1 94.9 140 Bldg Pad: 240'8, 730'W(1) 2.0 97.9 23.6 4 95.3 141 Bldg Pad; 250'S, 690'W(1) 2.0 94.7 23.1 5 96.1 142 Bldg Pad: 265'S, 650'W(1) 2.0 95.8 22.3 5 97.2 143 Bldg Pad: 280'8, 600'W(1) 2.0 94.4 24.0 5 95.8 144 Bldg Pad: 300'S, 505'W(1) 2.0 99.0 22.6 4 96.3 145 Bldg Pad: 200'S, 510'W(1) 2.0 99.3 22.8 4 96.6 146 Bldg Pad: 190'S, 545'W(1) 2.0 94.3 24.6 5 95.7 147 Bldg Pad: 180'S, 600'W(1) 2.0 99.1 23.0 4 96.4 148 Bldg Pad: 165'S, 660'W(1) 2.0 96.1 23.0 5 97.5 149 Bldg Pad: 155'S, 720'W(1) 2.0 94.2 24.7 5 95.6 150 Bid Pad: 30'S, 770'W 1 2.0 97.3 24.8 4 94.7 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 350 5600 . FAX (214) 350 0019 REPORT NO. 15 REPORT DATE: 05-30-06 REG PROJECT NO. 13335 PAGE: 2 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pet) (%) 10 Level (%) 151 05-12-06 Bldg Pad: 115'S, 830'W(1) 2.0 98.3 24.1 4 95.7 152 Bldg Pad: 100'S, 900'W(1) 2.0 98.8 23.1 4 96.1 152 Bldg Pad: 105'S, 920'W (1) 2.0 99.4 23.5 4 96.7 153 Bldg Pad: 120'S, 970'W (1) 2.0 94.6 23.0 5 96.0 154 Bldg Pad: 135'S, 1030'W(1) 2.0 93.6 24.6 5 95.0 155 Bldg Pad: 150'S, 1080'W(1) 2.0 96.8 24.9 4 94.2 156 Bldg Pad: 165'S, 1110'W(1) 2.0 97.3 25.3 4 94.7 157 Bldg Pad: 180'S, 1180'W(1) 2.0 93.1 25.4 5 94.5 158 Bldg Pad: 195'S, 1235'W(1) 2.0 93.9 25.0 5 95.3 159 Bldg Pad: 10'S, 515'W(1) 2.0 94.8 23.3 5 96.2 160 Bldg Pad: 25'S, 585'W(1) 2.0 96.4 22.3 5 97.8 161 Bldg Pad: 40'S, 640'W(1) 2.0 99.2 23.5 5 96.5 162 Bldg Pad: 55'S, 700'W(1) 2.0 97.7 23.8 4 95.1 163 Bldg Pad: 70'S, 750'W(1) 2.0 97.0 24.7 4 94.4 164 Bldg Pad: 80'S, 800'W(1) 2.0 96.5 25.5 4 93.9 165 Bldg Pad: 90'S, 850'W(1) 2.0 97.2 25.3 4 94.6 166 Bldg Pad: 100'S, 900'W(1) 2.0 97.8 24.7 4 95.2 167 Water Line: 30'S, 140'W(2) 3.0 105.2 18.4 2 98.0 168 Water Line: 30'S, 139'W(2) 2.0 104.2 19.0 2 97.1 169 Water Line: 30'S, 138'W(2) 1.0 113.0 12.8 3 96.7 170 Water Line: 30'S, 137'W(2) 0.0 114.4 13.1 3 97.9 171 Paving: 40'N, 90'W (1) 5.0 103.1 19.7 2 96.0 172 Paving: 30'N, 305'W(1) 4.0 102.8 20.3 2 95.7 173 Paving: 25'N, 435'W(1) 3.0 103.5 19.2 2 96.4 174 Paving: 130'N, 405'W(1) 3.0 95.8 22.4 5 97.2 175 Paving: 140'N, 305'W(1) 4.0 95.5 22.8 5 96.9 176 Paving: 140'N, 160'W(1) 5.0 96.4 22.5 5 97.8 177 Paving: 95'N, 230'W(1) 4.0 95.1 23.7 5 96.5 178 Bldg Pad: 205'S, 510'W(1) 1.0 101.8 21.3 5 94.8 179 Bldg Pad: 215'S, 535'W(1) 1.0 102.3 19.5 2 95.3 180 Bldg Pad: 230'S, 545'W(1) 1.0 100.5 21.4 2 93.6 181 Bldg Pad: 245'8, 570'W(1) 1.0 99.6 21.1 2 92.8 182 Bldg Pad: 260'S, 640'W(1) 1.0 100.6 20.7 2 93.7 183 Bldg Pad: 275'S, 700'W(1) 1.0 101.0 19.8 2 94.0 184 Bldg Pad: 290'S, 750'W(1) 1.0 102.0 18.2 2 95.0 185 Bldg Pad: 300'S, 810'W(1) 1.0 101.5 21.0 2 94.5 186 Bldg Pad: 295'S, 870'W(1) 1.0 101.8 19.3 2 94.8 187 Bldg Pad: 280'S, 810'W(1) 1.0 101.5 21.1 2 94.5 188 Bldg Pad: 265'S, 760'W(1) 1.0 102.2 19.5 2 95.2 189 Bldq Pad: 255'8, 710'Wh) 1.0 102.5 19.8 2 95.5 REPORT NO. 15 REPORT DATE: 05-30-06 REG PROJECT NO. 13335 PAGE: 3 of 3 Test No. Date Location 190 05-12-06 Bldg Pad: 240'S, 670'W (1) 191 Bldg Pad: 225'S, 610'W(1) 192 Bldg Pad: 215'S, 540'W(1) 193 Bid Pad: 200'S, 500'W 1 Depth Below Final S. G. (feet 1.0 1.0 1.0 1.0 Field Moisture %) 19.2 19.6 21.1 20.6 Proctor 10 2 2 2 2 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. building corner. (1) Measurements referenced from S.W. building corner. Mail Distribution: (1) IDI/Mr. Chris Parnell (1) Raymond Construction/ Mr. David Layne Submitted by: Compaction Level %) 95.1 94.8 94.0 94.6 REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr. Manager, CMT BW Icn 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 REPORTED TO: 101 REPORT NO. 16 5420 LBj Freeway, Suite 1275 REPORT DATE: 05-30-06 Dallas, Texas 75240 REG PROJECT NO. 13335 ATTN: Mr. Chris Parnell TECHNICIAN: P. Butler PAGE: 1 of 3 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 D-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 (% 10 Level % 194 05-15-06 Bldg Pad: 5'S, 505'W (1) 1.0 94.6 23.4 5 96.0 195 Bldg Pad: 20'S, 540'W(1) 1.0 93.7 24.6 5 95.1 196 Bldg Pad: 35'S, 580'W(1) 1.0 93.3 24.4 5 94.7 197 Bldg Pad: 50'S, 640'W(1) 1.0 94.4 24.9 5 95.8 198 Bldg Pad: 65'S, 680'W(1) 1.0 93.6 25.0 5 95.0 199 Bldg Pad: 75'S, 740'W(1) 1.0 97.0 24.5 4 94.4 200 Bldg Pad: 90'S, 820'W(1) 1.0 96.6 25.0 4 94.0 201 Bldg Pad: 100'8, 885'W(1) 1.0 98.2 24.1 4 95.6 202 Bldg Pad: 300'S, 910'W(1) 1.0 96.0 22.4 1 95.1 203 Bldg Pad: 270'S, 940'W(1) 1.0 95.4 22.8 1 94.5 204 Bldg Pad: 255'8, 970'W(1) 1.0 95.8 23.0 1 94.9 205 Bldg Pad: 240'S, 1020'W(1) 1.0 98.9 23.1 4 96.2 206 Bldg Pad: 220'S, 1085'W(1) 1.0 98.6 23.4 4 95.9 207 Bldg Pad: 200'S, 1100'W(1) 1.0 95.6 22.9 1 94.7 208 Bldg Pad: 195'S, 1200'W(1) 1.0 95.0 23.1 1 94.1 209 Bldg Pad: 185'S, 1250'W(1) 1.0 94.4 24.0 5 95.8 210 B/dg Pad: 175'S, 1200'W(1) 1.0 93.7 23.6 5 95.1 211 Bldg Pad: 165'S, 1150'W(1) 1.0 96.5 21.4 1 95.6 212 Bldg Pad: 150'S, 1120'W(1) 1.0 94.8 22.7 5 96.2 213 Bldg Pad: 140'S, 1085'W(1) 1.0 94.5 23.0 5 95.9 214 Bldg Pad: 130'S, 1010'W(1) 1.0 93.2 25.0 5 94.6 215 Bid Pad: 115'S, 950'W 1 1.0 92.7 26.0 5 94.1 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . FAX (214) 3500019 REPORT NO. 16 REPORT DATE: 05-30-06 REG PROJECT NO. 13335 PAGE: 2 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) 10 Level (%) 216 05-15-06 Paving: 25'N, 100'W(1) 4.0 103.4 18.3 2 96.3 217 Paving: 15'N, 285'W(1) 3.0 104.1 17.4 2 97.0 218 Paving: 10'N, 435'W (1) 2.0 102.6 20.0 2 95.6 219 Paving: 90'N, 320'W(1) 3.0 104.4 18.1 2 97.3 220 Paving: 95'N, 210'W(1) 3.0 103.9 18.6 2 96.8 221 Paving: 160'N, 135'W(1) 4.0 102.9 19.1 2 95.9 222 Paving: 150'N, 300'W(1) 3.0 103.5 19.5 2 96.4 223 Paving: 135'N, 415'W(1) 2.0 103.1 18.7 2 96.0 224 05-16-06 Bldg Pad: 5'S, 91 O'W (1) 1.0 92.6 25.7 5 94.0 225 Bldg Pad: 20'S, 940'W (1) 1.0 92.3 26.0 5 93.7 226 Bldg Pad: 35'S, 985'W(1) 1.0 93.2 25.1 5 94.6 227 Bldg Pad: 50'S, 1 040'W (1) 1.0 93.8 24.0 5 95.2 228 Bldg Pad: 65'S, 11 00'W(1) 1.0 93.0 25.5 5 94.4 229 Bldg Pad: 80'S, 1200'W(1) 1.0 93.7 24.3 5 95.1 230 Bldg Pad: 95'S, 1240'W(1) 1.0 94.4 23.9 5 95.8 231 Paving: 30'N, 75'W(1) 3.0 104.6 18.1 2 97.4 232 Paving: 10'N, 290'W (1) 2.0 103.8 19.0 2 96.7 233 Paving: 20'N, 410'W(1) 1.0 102.8 19.4 2 95.8 234 Paving: 150'N, 400'W(1) 1.0 102.4 20.0 2 95.4 235 Paving: 155'N, 280'W(1) 2.0 103.2 18.0 2 96.1 236 Paving: 150'N, 1 00'W(1) 3.0 103.6 17.9 2 96.5 237 Paving: 40'N, 120'W(1) 2.0 104.5 17.6 2 97.3 238 Paving: 15'N, 140'W(1) 1.0 99.6 23.0 4 96.9 239 Paving: 30'N, 320'W(1) 1.0 99.9 21.7 4 97.2 240 Paving: 140'N, 280'W(1) 1.0 100.3 21.8 4 97.6 241 Paving: 130'N, 140'W(1) 2.0 102.8 20.1 2 95.8 242 Paving: 165'N, 175'W(1) 1.0 103.4 18.7 2 96.4 243 Fire Lane: 90'N, 360'W (1) 2.0 103.7 17.7 2 96.7 244 Fire Lane: 100'N, 170'W(1) 2.0 103.9 18.4 2 96.8 245 Fire Lane: 85'N, 170'W(1) 1.0 104.7 18.1 2 97.5 246 Fire Lane: 95'N, 305'W(1) 1.0 104.2 19.0 2 97.0 247 Water Line: 80'S, 5'W(2) 3.0 103.3 18.7 2 96.2 248 Water Line: 80'S, 5'W(2) 2.0 102.7 20.2 2 95.7 249 Water Line: 80'S, 5'W(2) 1.0 103.1 20.4 2 96.1 250 Water Line: 80'S, 5'W(2) 0.0 103.5 20.0 2 96.5 251 Water Line: 115'S, 155'E(2) 3.0 104.2 17.5 2 97.0 252 Water Line: 115'S, 155'E(2) 2.0 103.4 18.3 2 96.3 253 Water Line: 115'S, 155'E(2) 1.0 105.1 17.4 2 97.9 254 Water Line: 115'S, 155'E(2) 0.0 103.6 19.6 2 96.5