Loading...
Coppell Industrial-LR010417 GEOTEEHNICAL AND I ~ ~ ~ II p · ENV,RONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 37 c/o Champion Partners, Ltd. REPORT DATE: 04-17-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 TECHNICIAN: B. Steadman ATTN: Mr. Kerry Burden PAGE: 1 of 2 CONTRACTOR: C.D. Henderson, Inc. Proctor ASTM OptimumI Maximum No. Standard Description Moisture, %1 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 Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 256 04-04-01 Bldg Pad: 175'N, 30'W(1) 0.0 98.6 24.4 3 93.0 257 Bldg Pad: 175'N, 30'W(1) 0.8 100.1 21.9 3 94.4 258 Bldg Pad: 175'N, 30'W(1) 1.5 90.0 26.0 2 95.7 259 Bldg Pad: 280'N, 30'W(1) 0.0 103.3 22.9 3 97.5 260 Bldg Pad: 280'N, 30'W(1) 0.8 86.9 28.0 1 95.0 261 Bldg Pad: 280'N, 30'W(1) 1.5 101.2 20.2 3 95.5 262 Bldg Pad: 175'N, 125'W(1) 0.0 87.4 26.6 2 93.0 263 BId9 Pad: 175'N, 125'W(1) 1.0 90.5 25.5 2 96.3 264 Bldg Pad: 280'N, 125'W(1) 0.0 87.0 26.0 2 92.6 265 Bldg Pad: 280'N, 125'W(1) 1.0 90.9 24.3 2 96.7 266 Bldg Pad: 175'N, 280'W(1) 0.0 90.3 24.8 2 96.1 267 Bldg Pad: 175'N, 280'W(1) 1.0 91.9 25.1 2 97.7 268 Bldg Pad: 280'N, 280'W(1) 0.0 92.0 24.4 2 97.9 269 Bldg Pad: 280'N, 280'W(1) 1.0 89.8 26.8 2 95.5 270 Bldg Pad: 175'N 450'W(1) 0.0 90.8 26.5 2 96.6 271 Bldg Pad: 175'N 450'W(1) 1.0 97.6 24.0 3 92.1 272 Bldg Pad: 280'N 450'W(1) 0.0 88.9 27.1 1 97.6 273 Bldg Pad: 280'N 450'W(1) 1.0 89.8 26.9 2 95.5 274 Bldg Pad: 400'N 225'W(1) 4.0 91.6 28.7 2 97.4 275 Bldg Pad: 400'N 400'W(1) 4.0 86.6 26.6 1 94.6 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · ~_ [214] 350 5600 · ~x [214] 350 0019 · GEOTECHNICAL AND ~ J~J I'1 I I ~ ENVIRONMENTAL CONSULTANTS REPORT OF WATER INJECTION OBSERVATION TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 34 c/o Champion Partners. Ltd. REPORT DATE: 04-17-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 TECHNICIAN: K. Blaylock & ATTN: Mr. Kerry Burden C. Johnson PAGE: 1 of 1 On these dates a representative of Reed Engineering Group. Inc. observed water injection operations on the referenced project. The injection operations proceeded in accordance with project specifications unless otherwise noted. Specification Injection Depth Injection Spacing Injection Pressure Injection Intervals (ft) (ft) (psi) (in) 10 5 100-200 12-18 Equipment Number of I Number of Probes Length of Probes Probe Spacing Rigs J (ea) (ft) (ft) 4 4 12 5 Date J Area Injected (sq ft) J Average Pressure (psi) Pass No. 03-24-01 24,400 150 1 03-26-01 27.600 150 1 24.600 150 1 03-27-01 13,800 150 2 13,800 150 1 03-28-01 42,000 150 2 03-29-01 31,400 150 2 Surfactant added at regular intervals: Yes Mail Submitted by: Distribution: (1) Champion Partners. Ltd./ Mr, Kerry Burden REED ENGINEERING GROUP, INC. (1) C.D.Henderson, Inc,/Mr. Jason Nunley (1) AECC. Inc./Mr. Fran Carter Original Signed By (1) Meinhardt & Quintana/ Mr. David Meinhardt James F. Phipps. P.E. (1) Haynes Whayley Associates Inc./ KA/cg Mr. Kent Penrod (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · -=_L [214] 350 5600 · =AX [214] 350 0019