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Coppell Industrial-LR010219 GEOTECHNICALAND !I J~J J~J I"11 I F~ ENVIRONMENTAL CONSULTANTS , REPORT OF FIELD DENSITY TESTS TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 20 c/o Champion Partners, Ltd. REPORT DATE: 02-19-01 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 ASTMI I OptimumMaximum 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 & 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 (%) 125 02-07-01 Storm Lateral 100'W(1) 2.0 90.3 24.7 2 96.0 126 Storm Lateral 100'W(1) 1.0 91.6 24.1 2 97.4 127 Storm Lateral 100'W(1 ) 0.0 92.0 23.6 2 97.8 128 Storm Lateral: B8 0.0 87.3 25.9 1 95.4 129 Storm Lateral: B9 0.0 88.4 24.5 1 96.6 130 Storm Lateral: B6 0.0 88.1 25.0 1 96.2 131 Storm Lateral: B5 0.0 89.0 24.1 1 97.2 132 Storm Lateral: B1 0.0 87.5 26.1 1 95.6 133 Storm Lateral: B2 0.0 89.3 23.8 1 97.5 134 Storm Line A Manhole: STA 19+94 6.0 89.6 24.9 2 95.3 135 Storm Line A Manhole: STA 19+94 5.0 92.3 23.8 2 98.1 136 Storm Line A Manhole: STA 19+94 4.0 90.6 24.3 2 96.3 137 Storm Line A: STA 28+50 2.0 101.3 19.0 3 95.5 138 Storm Line A: STA 28+50 1.0 100.7 19.1 3 95.0 139 Storm Line A: STA 28+50 0.0 101.6 18.5 3 95.8 140 02-08-01 Storm Lateral: B3 0.0 92.5 23.5 2 98.4 141 Storm Lateral: B4 0.0 90.3 25.3 2 96.0 142 02-12-01 Bldg Pad: 250'S, 50'E(2) 1.0 89.3 25.5 2 95.0 143 BIdg Pad: 250'S, 150'E(2) 1.0 91.2 24.7 2 97.0 144 Bldg Pad: 250'S, 250'E(2) 1.0 90.2 25.0 2 95.9 145 Bldg Pad: 250'S, 350'E(2) 1.0 85.36 26.8 1 93.5 146 BIdg Pad: 250'S, 450'E(2) 2.0 87.9 24.7 1 96.0 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019 REPORT NO. 20 REPORT DATE: 02-19-01 REG PROJECT NO. 7394 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 147 02-12-01 Bldg Pad: 300'S. 450'E(2) 2.0 90.7 25.1 2 96.4 148 Bldg Pad: 300'S 350'E(2) 2.0 89.8 26.1 2 95.5 149 Bldg Pad: 300'S 250'E(2) 2.0 100.9 20.1 3 95.1 150 Bldg Pad: 300'S 150'E(2) 2.0 85.6 25.9 1 93.5 151 Bldg Pad: 300'S 50'E(2) 2.0 86.0 26.1 1 93.9 152 Bldg Pad: 400'S 50'E(2) 2.0 88.1 26.5 2 93.7 153 Bldg Pad: 400'S 150'E(2) 2.0 84.9 27.6 1 92.7 154 BIdg Pad: 400'S, 250'E(2) 2.0 85.6 26.9 1 935 155 Bldg Pad: 400'S 350'E(2) 2.0 100.0 20.8 3 94.3 156 Bldg Pad: 400'S 450'E(2) 2.0 87.5 27.0 2 93.0 157 Bldg Pad: 450'S 450'E(2) 2.0 90.3 25.3 2 96.0 158 Bldg Pad: 450'S 350'E(2) 2.0 88.7 26.8 2 94.3 159 Bldg Pad: 450'S 250'E(2) 2.0 91.4 24.5 2 97.2 160 Bldg Pad: 450'S 150'E(2) 2.0 89.4 25.6 2 95.1 161 Bldg Pad: 450'S 50'E(2) 2.0 89.0 26.0 2 94.6 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from Line B STA 12+50. (2) Measurements referenced from N.W. building corner. Mail Submitted by: Distribution: (1) Champion Partners, Ltd./ Mr. Kerry Burden REED ENGINEERING GROUP, INC. (1) C.D.Henderson, Inc./ Mr. Jason Nunley Original Signed By (1) AECC, Inc./Mr. Fran Carter (1) Meinhardt & Quintana/ Ronald F. Reed, P.E. Mr. David Meinhardt KA/cg (1) Haynes Whayley Associates, Inc./ Mr. Kent Penrod (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone