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Belt Line Trade-LR060510 AEED EnGinEERinG GEOTECHNICAL AND GAD 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 5420 LBJ Freeway, Suite 1275 Dallas, Texas 75240 ATTN: Mr. Chris Parnell REPORT NO. 8 REPORT DATE: 05-10-06 REG PROJECT NO. 13335 TECHNICIAN: G. Green & P. Butler PAGE: 1 of 3 CONTRACTOR: Raymond Construction Proctor No. 1 2 3 4 5 ASTM Standard 0-698 0-698 0-698 0-698 0-698 Description 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 (%) 162 04-17-06 Bldg Pad: 270'S, 120'W(1) 4.5 98.8 21.6 4 96.1 163 Bldg Pad: 270'S, 240'W(1) 4.5 98.5 22.0 4 95.8 164 Bldg Pad: 270'S, 360'W(1) 4.5 94.1 23.3 5 95.4 165 Bldg Pad: 270'S, 480'W(1) 4.5 94.3 22.7 5 95.6 166 Bldg Pad: 270'S, 600'W(1) 4.5 94.5 22.4 5 95.8 167 Bldg Pad: 230'S, 120'W(1) 4.5 96.9 20.1 1 95.9 168 Bldg Pad: 230'S, 240'W(1) 4.5 97.0 19.7 1 96.0 169 Bldg Pad: 230'S 360'W(1) 4.5 97.3 19.3 1 96.3 170 Bldg Pad: 230'S, 480'W (1) 4.5 97.7 19.1 1 96.7 171 Bldg Pad: 230'8, 600'W (1) 4.5 99.0 21.4 4 96.3 172 04-18-06 Bldg Pad: 230'8, 30'W(1) 5.0 98.6 22.6 4 96.0 173 Bldg Pad: 280'S, 95'W(1) 5.0 97.7 24.0 4 95.1 174 Bldg Pad: 210'S, 140'W(1) 5.0 97.3 24.1 4 94.7 175 Bldg Pad: 270'S, 200'W(1) 5.0 96.7 23.9 4 94.1 176 Bldg Pad: 240'S, 250'W(1) 5.0 98.2 23.1 4 95.6 177 Bldg Pad: 265'S, 300'W(1) 5.0 99.8 21.6 4 97.1 178 Bldg Pad: 205'S, 350'W(1) 5.0 98.9 24.0 4 96.3 179 Bldg Pad: 245'S, 400'W(1) 5.0 102.4 20.1 2 95.4 180 Bldg Pad: 285'S, 450'W(1) 5.0 101.7 21.4 2 94.7 181 Bldg Pad: 295'S, 500'W(1) 5.0 101.0 20.6 2 94.0 182 Blda Pad: 70'S, 480'W (1) 2.0 99.4 22.6 4 96.7 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEl (214) 3505600 . fAX (214) 3500019 REPORT NO.8 REPORT DATE: 05-10-06 REG PROJECT NO. 13335 PAGE: 2 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet) ( cf % ID Level % 183 04-18-06 Bldg Pad: 40'S, 400'W(1) 2.0 98.7 22.9 4 96.1 184 Bldg Pad: 50'S, 360'W(1) 2.0 99.2 22.1 4 96.5 185 Bldg Pad: 25'S, 320'W(1) 2.0 102.0 19.9 2 95.0 186 Bldg Pad: 95'S, 275'W(1) 2.0 102.6 20.7 2 95.6 187 Bldg Pad: 10'S, 240'W (1) 2.0 103.1 18.7 2 96.1 188 Bldg Pad: 45'S, 200'W(1) 2.0 97.4 24.1 4 94.8 189 Bldg Pad: 60'S, 150'W(1) 2.0 96.6 24.3 4 94.0 190 Bldg Pad: 80'S, 100'W(1) 2.0 96.2 25.1 4 93.6 191 Bldg Pad: 15'S, 50'W(1) 2.0 97.8 23.9 4 95.2 192 04-19-06 Bldg Pad: 110'S, 50'W(1) 2.0 96.7 24.6 4 94.1 193 Bldg Pad: 140'S, 80'W(1) 2.0 95.2 25.3 4 92.6 194 Bldg Pad: 170'S, 100'W(1) 2.0 95.6 25.0 4 93.0 195 Bldg Pad: 190'S, 150'W(1) 2.0 94.6 25.6 4 92.1 196 Bldg Pad: 180'S, 200'W(1) 2.0 96.2 24.9 4 93.6 197 Bldg Pad: 160'S, 250'W(1) 2.0 96.8 24.5 4 94.2 198 Bldg Pad: 140'S, 300'W(1) 2.0 96.7 24.0 4 94.1 199 Bldg Pad: 120'S, 350'W(1) 2.0 95.9 24.8 4 93.3 200 Bldg Pad: 110'S, 400'W(1) 2.0 95.4 25.3 4 92.8 201 Bldg Pad: 100'S, 460'W(1) 2.0 95.1 25.5 4 92.5 202 Paving: 125'N, 120'W(1) 7.0 112.8 14.0 3 96.5 203 Paving: 115'N, 245'W(1) 6.0 113.4 13.6 3 97.0 204 Paving: 145'N, 320'W(1) 5.0 114.5 11.9 3 98.0 205 Paving: 70'N, 420'W(1) 4.0 103.6 19.0 2 96.5 206 Paving: 150'N, 125'W(1) 6.0 105.2 17.5 2 98.0 207 Paving: 95'N, 130'W(1) 5.0 104.8 17.9 2 97.6 208 Paving: 90'N, 245'W(1) 5.0 104.3 18.1 2 97.1 209 Paving: 95'N, 340'W(1) 4.0 102.6 20.0 2 95.6 210 Paving: 150'N, 230'W(1) 4.0 103.1 19.8 2 96.0 211 Paving: 120'N, 420'W(1) 4.0 102.3 20.4 2 95.3 212 Bldg Pad: 250'S, 480'W(1) 4.0 97.2 24.8 4 94.6 213 Bldg Pad: 280'8, 400'W(1) 4.0 98.0 24.1 4 95.3 214 Sldg Pad: 300'S, 360'W(1) 4.0 98.6 23.6 4 96.0 215 Bldg Pad: 210'S, 300'W(1) 4.0 97.8 24.5 4 95.2 216 Bldg Pad: 225'S, 240'W(1) 4.0 99.4 23.0 4 96.7 217 Bldg Pad: 245'S, 200'W(1) 4.0 96.6 24.5 4 94.0 218 Bldg Pad: 265'S, 165'W(1) 4.0 96.4 25.2 4 93.8 219 Bldg Pad: 280'S, 130'W(1) 4.0 97.1 24.7 4 94.5 220 Sldg Pad: 270'S, 95'W(1) 4.0 97.5 24.1 4 94.9 221 Bid Pad: 230'S, 40'W 1 4.0 98.2 24.4 4 95.6 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E. building corner. REPORT NO. 8 REPORT DATE: 05-10-06 REG PROJECT NO. 13335 PAGE: 3 of 3 Mail Distribution: (1) IDI/Mr. Chris Parnell (1) Raymond Constructionl Mr. David Layne Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr. Manager, CMT BW/rs