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Coppell Ind 2-LR040630
GEOTECHNICAL AND ENVIRONI4ENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Tradepoint Distribution Center Phase 2 Earthwork Bethel Road Coppell, Texas REPORTED TO: Hillwood Fund No. 1, LP 5430 LBJ Freeway, Suite 800 Dallas, Texas 75240 ATTN: Mr. Albert Jarrell CONTRACTOR: Hillwood Construction Services REPORT NO. 11 REPORT DATE: 06-30-04 REG PROJECT NO. 11300 TECHNICIAN: M. Lawson PAGE: 1 of 2 Proctor ASTM No. Standard Description 1 D-698 2 D-698 3 D-698 4 D-698 5 D-698 Dark brown clay Brown sandy clay Dark brown clay Yellow & light brown & gray clay w/calcareous nodules Yellow & light brown sandy clay & shale w/calcareous nodules Optimum Maximum Moisture, % Density, PCF 19.1 100.7 20.2 103.3 19.1 103.5 19.7 102.6 17.5 105.8 Teat No. Date Location 127 06-21-04 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 Bldg Pad: 25'S 20'W(1) Bldg Pad: 100'S 40'W(1) Bldg Pad: 175'S 30'W(1) Bldg Pad: 250'S 10'W(1) Bldg Pad: 390'S 30'W(1) Bldg Pad: 220'S 25'W(1) Bldg Pad: 140'S 25'W(1) Bldg Pad: 50'S, 25'W(1) Bldg Pad: 25'S, 30'W(1) Bldg Pad: 80'S, 10'W(1) Bldg Pad: 175'S, 40'W(1) Bldg Pad: 240'S, 10'W(1) Bidg Pad: 225'S, 40'W(1) Bidg Pad: 140'S, 30'W(1) Bldg Pad: 75'S, 10'W(1) Bldg Pad: 30'S, 25'W(1) Bldg Pad: 25'S, 25'W(1) Bldg Pad: 100'S, 25'W(1) Bldg Pad: 175'S, 25'W(1) BId~l Pad: 230'S, 25'W(1) Depth Below Field Final S.G. Density (feet) (pcf) 10.5 97.4 10.5 95.0 10.5 95.0 10.5 95.8 10.0 98.7 10.0 98.7 10.0 99.1 10.0 96.5 9.5 97.2 9.5 98.4 9.5 96.8 9.5 96.3 9.0 95.7 9.0 96.2 9.O 97.1 9.0 97.3 8.5 96.2 8.5 96.5 8.5 95.5 8.5 99.0 Field Moisture Proctor Compaction (%) D Level (%) 24.3 2 94.3 26.2 2 92.0 25.1 2 92.0 25.9 2 92.7 24.3 2 95.5 23.8 2 95.5 22.9 2 95.9 23.7 2 93.4 24.9 2 94.1 26.9 2 95.3 26.0 2 93.7 24.7 2 93.2 25.5 2 92.7 25.0 2 93.1 24.0 2 94.0 23.9 2 94.2 265 2 93.1 26.0 2 93.4 27.2 2 92.5 23.6 2 95.8 REPORT NO. 11 REPORT DATE: 06-30-04 REG PROJECT NO. 11300 PAGE: 2 of 2 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E. corner of Building 1. Mail Distribution: (1) Hillwood Fund No. 1, LP/ Mr. Albert Jarrell (1) Hillwood Construction Services/ Mr. Ralph Rucker (1) R.G.A. Architects/Mr. Rick Gilliland (1) Halff Associates/ Mr. Stephen Crawford Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT ML/cn