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Coppell Industrial-LR010427 GEOTECHNICAL AND G F~ D I I ~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 41 c/o Champion Partners~ Ltd. REPORT DATE: 04-27-01 15601 Dallas Parkway. Suite 100 REG PROJECT NO. 7394 Addison. Texas 75001 TECHNICIAN: M. Silva ATTN: Mr. Kerry Burden PAGE: 1 of 2 CONTRACTOR: C.D. Henderson, Inc. Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 23.5 91.5 2 D-698 Brown & light brown clay 23.0 94.0 3 D~698 Brown and tan clay 17.0 106.0 Depth J Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 276 04-06-01 Bldg Pad: 400'N, 30'E(1) 1.0 99.1 20.5 3 93.4 277 Bldg Pad: 470'1'4. 100'E(1) 1.0 98.9 20.7 3 93.3 278 Bldg Pad: 410'N. 150'E(1) 1.0 98.0 21.0 3 92.4 279 Bldg Pad: 460'N 200'E(1) 1.0 100.5 19.8 3 94.8 280 Bldg Pad: 410'N 250'E(1) 1.0 101.2 19.3 3 95.4 281 Bldg Pad: 490'N 300'E(1) 1.0 99.5 20.3 3 93.8 282 Bldg Pad: 420'N 350'E(1) 1.0 98.0 21.7 3 92.4 283 Bldg Pad: 480'N 400'E(1) 1.0 97.9 21.5 3 92.3 284 Bldg Pad: 415'N 450'E(1) 1.0 99.5 20.0 3 93.8 285 Bldg Pad: 470'N 450'E(1) 1.0 98.8 20.8 3 93.2 286 04-07-01 Paving: !0'S, 300'E(2) 0.0 89.1 24.0 1 97.3 287 Paving: 200'N, 220'E(2) 0.0 93.0 23.4 2 98.9 288 Paving: 350'N, 240'E(2) 0.0 92.5 23.6 2 98.4 289 Paving: 500'N, 220'E(2) 0.0 87.9 24.8 I 96.0 290 Paving: 600'N.240'E(2) 0.0 88.4 24.3 1 96.6 291 Paving: 800'N, 220'E(2) 0.0 88.1 24.5 1 96.2 292 Paving: 900'N, 240'E(2) 0.0 87.5 25.0 1 95.6 293 Paving: 1000'N, 220'E(2) 0.0 91.2 24.0 2 97.0 294 Paving: 1100'N, 240'E(2) 0.0 92.5 23.8 2 98.4 295 Paving: 1150'N, 220'E(2) 0.0 90.6 24.6 2 96.3 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 ,, TEL [214] 350 5600 · =*X [214] 350 0019