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Coppell Ind 2-LR040701
GEOTECHNICAL AND G ~ r-'l U F:~ ENVIRONMENTAL 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 Proctor ASTM No. Standard REPORT NO. 10 REPORT DATE: 07-01-04 REG PROJECT NO. 11300 TECHNICIAN: M. Lawson PAGE: 1 of 2 Optimum Maximum Moisture, % Density, PCF 1 D-698 2 D-698 3 D-698 4 D-698 5 D-698 Description 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 19.1 100.7 20.2 103.3 19.1 103.5 19.7 102.6 17.5 105.8 Test! No. 89 9O 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 Date Location 06-17-04 Bldg Pad: 350'N, 25'E(1) Bldg Pad: 340'N, 75'E(1) BIdg Pad: 350'N 125'E(1) Bldg Pad: 350'N 175'E(1) Bldg Pad: 350'N 225'E(1) Bldg Pad: 350'N 275'E(1) BIdg Pad: 350'N 325'E(1) Bldg Pad: 350'N 375'E(1) Bldg Pad: 350'N 425'E(1) Bldg Pad: 420'N 25'E(1) Bldg Pad: 450'N 75'E(1) Bldg Pad: 480'N 125'E(1) Bldg Pad: 440'N 175'E(1) Bldg Pad: 450'N 225'E(1) BIdg Pad: 430'N 275'E(1) Bldg Pad: 460'N, 325'E(1) BIdg Pad: 450'N, 375'E(1) Bldg Pad: 450'N, 425'E(1) 06-18-04 Bldg Pad: 40'S, 20'W(2) Bldg Pad: 100'S, 40'W(2) Bldg Pad: 160'S, 10'W(2) Depth Field Field Below Final S.G. Density Moisture Proctor (feet) (pcf) (%) ID 2.0 95.9 25.3 2 2.0 97.2 26.2 2 2.0 98.3 25.0 2 2.0 96.5 24.3 2 2.0 95.4 26.8 2 2.0 97.0 25.0 2 2.0 96,1 25.7 2 2.0 97.3 25,5 2 2.0 98.2 24.1 2 2.0 95.6 25.3 2 2.0 96,1 25.9 2 2,0 96.7 24.6 2 2.0 95.0 26.2 2 2.0 98,2 23.8 2 2.0 95.7 25.2 2 2.0 96.9 24.0 2 2.0 97.6 24,8 2 2.0 95.1 26.0 2 13.0 95,9 25.3 2 13.0 96.6 24.3 2 13.0 99.4 22.9 2 :ompaction Level 92.8 94.1 95.2 93.4 92.4 93.9 93.0 94.2 95.1 92.6 93.0 93.6 92.0 95.1 92.6 93.8 94.5 92.1 92.8 93.5 96.2 REPORT NO. 10 REPORT DATE: 07-01-04 REG PROJECT NO. 11300 PAGE: 2of2 Test No. Date Proctor Location ID 110 06-18-04 Bldg Pad: 250'$, 40'W(2) 2 111 Bldg Pad: 20'S, 10'W(2) 2 112 Bldg Pad: 70'S, 40'W(2) 2 113 Bldg Pad: 120'S, 30'W(2) 2 114 Bldg Pad: 200'S, 25'W(2) 2 115 BIdg Pad: 20'S, 15'W(2) 2 116 Bldg Pad: 80'S, 30'W(2) 2 117 Bldg Pad: 170'S, 40'W(2) 2 118 Bldg Pad: 250'S, 30'W(2) 2 119 Bldg Pad: 270'S, 20'W(2) 2 120 Bldg Pad: 200'S, 20'W(2) 2 121 Bldg Pad: 120'S, 30'W(2) 2 122 Bldg Pad: 20'$, 25'W(2) 2 123 Bldg Pad: 25'S, 10'W(2) 2 124 Bldg Pad: 75'S, 40'W(2) 2 125 Bldg Pad: 150'S, 20'W(2) 2 126 BId~ Pad: 210'S, 25'W(2) 2 Depth Field Below Field Final S.G. Density Moisture (feet) (pcP/ (%) 13.0 97.2 25.6 12.5 96.6 25.0 12.5 99.7 23.8 12.5 95.0 26.0 12.5 95.6 26.0 12.0 96.8 24.5 12.0 98.7 23.8 12.0 96.2 25.2 12.0 98.0 24.3 11.5 95.7 26.2 11.5 95.9 25.3 11,5 96.4 25.0 11.5 98.2 23.4 11.0 99.2 24.2 11.0 95.7 26.0 11.0 95.1 24.0 11.0 97.6 23.0 Compaction Level (%) 94.1 93.5 96.5 92.0 92.5 93.7 95.5 93.1 94.9 92.7 92.8 93.3 95.1 94.6 92.7 92.1 94.5 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E. corner of Building 2. (2) 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