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Coppell Ind 2-LR040728
GEOTECHNICAL AND ~ F~i r-~ U F~ ENVIRONHENTAL 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: Hiliwood Construction Services Proctor ASTM No. Standard Description REPORT NO. 19 REPORT DATE: 07-28-04 REG PROJECT NO. 11300 TECHNICIAN: P. Butler PAGE: 1 of 2 Optimum Maximum Moisture, % Density, PCF I D-698 2 D-698 3 D-698 4 D-698 5 D-698 Dark brown clay 19.1 100.7 Brown sandy clay 20.2 103.3 Dark brown clay 19.1 103.5 Yellow & light brown & gray clay 19.7 102.6 w/calcareous nodules Yellow & light brown sandy clay & shale 17.5 105.8 w/calcareous nodules Test No. 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 Date 07-24 Location Bldg Pad: 15'S, 150'E(1) 8.0 96.5 23.7 4 94.1 BIdg Pad: 45'S, 150'E(1) 8.0 97.1 23.1 4 94.7 Bldg Pad: 55'S, 180'E(1) 7.5 96.8 23.6 3 93.6 Bldg Pad: 10'S, 180'E(1) 7.5 96.2 23.9 3 93.0 Bldg Pad: 30'S, 170'E(1) 7.0 96.0 24.0 3 92.8 BIdg Pad: 50'S, 175'E(1) 7.0 97.9 22.5 3 94.6 Bldg Pad: 5'S, 200'E(1) 6.5 97.6 22.8 4 95.2 Bldg Pad: 45'S, 210'E(1) 6.5 96.5 23.6 4 94.1 Bldg Pad: 65'S, 190'E(1) 6.0 96.9 23.0 4 94.5 Bidg Pad: 25'S, 150'E(1) 6.0 97.7 22.4 4 95.3 Bldg Pad: 15'S, 125'E(1) 5.5 98.1 22.7 4 95.7 Bldg Pad: 35'S, 175'E(1) 5.0 99.3 21.9 4 96.8 Bldg Pad: 45'S, 160'E(1) 4.5 98.5 21.7 4 96.1 Bldg Pad: 20'S, 150'E(1) 4.0 98.2 23.0 3 94.9 Bldg Pad: 25'$, 170'E(1) 3.5 99.2 22.5 3 95.9 Bldg Pad: 70'S, 175'E(1) 3.0 98.5 22.2 3 95.2 Bldg Pad: 20'S, 155'E(1) 2.5 98.1 24.0 3 94.8 BId~l Pad: 30'S, 165'E(1) 2.0 97.4 23.8 3 94.1 Depth Below I Field Field Final S. G. Density Moisture Proctor Compaction (feet) (pcf) (%) ID Level (%) Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. building corner, REPORT NO. 19 REPORT DATE: 08-13-04 REG PROJECT NO. 11300 PAGE: 2 of 2 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 BW/ns