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Coppell Ind 2-LR040909F:lE~:rlr-I I ~l~lr~ II~lE~l~'~lr-lr-~ GEOTECHNICAL AND ~ F~ r-i ~ i ~ 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 REPORT NO. 29 REPORT DATE: 09-09-04 REG PROJECT NO. 11300 TECHNICIAN: R. Whitaker and B. Shea PAGE: 1 of 2 Optimum Maximum Mo sture, % Density, PCF Proctorl ASTMI No. Standard 1 D-698 2 D-698 3 D-698 4 D-698 5 D-698 Description 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 Teat No. 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 Date [ Location 08-10-04 Bldg Pad: 100'N, 300'E(1) Bidg Pad: 575'N Bldg Pad: 580'N Bldg Pad: 525'N Bldg Pad: 510'N Bldg Pad: 500'N 08-26-04 Bidg Pad: 700'N Bldg Pad: 720'N Bldg Pad: 800'N Bldg Pad: 800'N, 180'W(2) Bldg Pad: 725'N, 90'W(2) Bldg Pad: 810'N, 310'E(1) Bldg Pad: 815'N, 130'E(1) Bidg Pad: 840'N, 260'W(2) Bldg Pad: 808'N, 70'W(2) BIdg Pad: 885'N, 150'W(2) Bldg Pad: 860'N, 200'E(1) BIdg Pad: 900'N, 400'W(2) 08-27-04 Bldg Pad: 800'N, 320'E(1) Bldg Pad: 890'N, 100'E(1) BId~l Pad: 860'N, 275'E(1) 140'E(1 ) 100'W(2) 50'E(1 ) 400'W(2) 275'W(2) 30'W(2) 405'W(2) 80'W(2) Below Field Field Final S. G. DensityJMoisture Proctor Compaction (feet) (pcfl (%) ID Level (%) 1.5 101.8 19.9 4 99.2 1.5 100.4 20.2 4 97.8 1.5 98.1 20.0 4 95.6 1.5 96.6 19.7 4 94.1 1.5 98.0 21,8 4 95.5 1.5 98.2 24.4 4 95.7 1.0 96.3 21.0 4 93.8 1,0 101.1 20.6 4 98.5 1.0 99.2 22.6 4 96.6 1.0 97.2 19.7 4 94.7 1.0 95,0 21.5 4 92.5 1.0 99.2 19.8 4 96.6 1.5 96.1 22.3 4 93.6 1.5 98.7 20.1 4 96.1 1.5 97.0 20.0 4 94.5 1.5 95.9 21.2 4 93.4 1.5 98.3 19.9 4 95.8 1.5 95.7 20.8 4 93.2 1.5 99.6 20,1 4 97.0 1.5 100.5 19.8 4 98.0 1.5 98.9 21.3 4 96.3 REPORT NO. 29 REPORT DATE: 09-14-04 REG PROJECT NO. 11300 PAGE: 2 of 2 Test I No. Date Location 1029 08-31-04 BId9 Pad: 150'S, 40'W(3) 1030 1031 1032 09-01-04 1033 1034 1035 1036 1037 1038 1039 1040 1041 09-03-04 1042 1043 Depth Below Field Field Final S. G. Density Moisture Proctor (feet) (pcf) (%) D 1.0 BIdg Pad: 150'S, 200'W(4) 1.0 Bldg Pad: 140'S, 30'E(4) 1.0 Bldg Pad: 100'S, 30'W(3) 1.0 Bldg Pad: 110'S, 200'W(3) 1.0 Bldg Pad: 100'S, 40'E(4) 1.0 Bldg Pad: 60'S, 60'E(4) 0.0 Bldg Pad: 50'S, 180'E(4) 0.0 B[dg Pad: 60'S, 75'W(3) 0.0 Bldg Pad: 30'S, 75'E(4) 1.0 Bldg Pad: 35'S, 200'E(4) 1.0 Bldg Pad: 30'S, 50'W(3) 1.0 Bldg Pad: 25'S, 50'W(3) 1.0 Bldg Pad: 40'S, 210'W(3) 1.0 BId~l Pad: 20'S, 30'E(4) 1.0 Comments: Where tested, materials were in Footnotes: Mail Distribution: 98.0 23.6 Compaction Level 4 95.5 99.9 21.8 4 97.3 98.6 22.4 4 97.0 96.7 25.9 1 96.0 98.1 22.7 1 97.4 98.5 23,3 1 97.8 96.7 24.1 1 96.0 96.8 23.2 1 96.1 97.0 24.7 1 96.3 96,8 23.3 1 96.1 98.4 23.1 1 97.7 97.6 24.8 I 96.9 98.1 22.3 1 97.4 98.2 21,4 3 97.5 97,3 20.1 1 96.6 compliance with project specifications. (1) Measurements referenced from S.W. building corner. (2) Measurements referenced from S.E. building corner. (3) Measurements referenced from N.E. building corner. (4) Measurements referenced from N.W. building corner. Submitted by: (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 Crewford REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT BW/je