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Coppell Ind 2-LR040902GEOTECHNICAL AND G J=Jl r--I U P ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Tradepoint Distribution Center Phase 2 Earthwork Bethel Road Coppell, Texas REPORTED TO: Hiliwood Fund No. 1, LP 5430 LBJ Freeway, Suite 800 Dallas, Texas 75240 ATTN: Mr. Albert Jarrell CONTRACTOR: Hiilwood Construction Services REPORT NO. 27 REPORT DATE: 09-02-04 REG PROJECT NO. 11300 TECHNICIAN: R. Whitaker PAGE: 1 of 1 Optimum Maximum Moisture, % Density, PCF ProctorJ ASTM J No. Standard I 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 Test No. Date Location 974 08-13-04 975 976 977 978 979 980 981 982 983 Depth Below Field Field Final S.G. Density Moisture (feet) (pct~ (%) Bldg Pad: 515'N, 200'E(1) 2.5 95.5 21.7 BIdg Pad: 560'N, 350'E(1 2.5 96.0 21.5 Bldg Pad: 590'N, 400'E(1 ) 2.5 94.9 20.8 Bldg Pad: 550'N, 450'E(1) 2.5 95.1 22.3 Bldg Pad: 525'N, 150'W(2) 2.5 96.2 19.9 BIdg Pad: 420'N, 300'W(2) 1.0 101.6 21.1 Bldg Pad: 490'N, 215'E(1 ) 1.0 98.8 20.9 Bldg Pad: 440'N, 140'E(1) 1.0 100.0 20.4 BIdg Pad: 500'N, 375'E(2) 1.0 97.9 20.7 Bldg Pad: 505'N, 280'W(2) 1.0 99.4 21.9 Pr~cDt°r Cl°emvPe~ ~t'O/o;n 1 94.9 1 95.4 I 94.2 1 94.4 1 95.5 4 99.0 4 96.2 4 97.4 4 95.4 4 96.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W. building corner. (2) Measurements referenced from S.E, building corner. Mail Distribution: (1) Hillwood Fund No. 1, LP/ Mr. Albert Jarrell (1) Hillwood Construction Services/ Mr. Ralph Rucker (1) R.G.A. Amhitects/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 GEOTECHNICAL AND ~ F~I r-"l i I j=m ENVIRONhlENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Tradepoint Distribution Center Phase 2 Earthwork Bethel Road Coppell, Texas REPORTED TO: Hiilwood Fund No. 1, LP 5430 LBJ Freeway, Suite 800 Dallas, Texas 75240 ATTN: Mr. Albert Jarrell CONTRACTOR: Hillwood Construction Services Proctor ASTM No. Standard 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 REPORT NO. 25 REPORT DATE: 09-02-04 REG PROJECT NO. 11300 TECHNICIAN: R. Whitaker PAGE: 1 of 2 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 Test I No. Date Location 942 08-09-94 Bldg Pad: 225'N 943 Bldg Pad: 280'N 944 Bldg Pad: 240'N 945 Bldg Pad: 275'N 946 Bldg Pad: 290'N 947 BIdg Pad: 300'N 948 Bldg Pad: 215'N 100'E(1) 325'E(1) 220'E(2) 400'W(2) 150'E(1) 300'W(2) 315'W(2) 949 08-11-04 Bldg Pd: 390'N. 50'E(1) 950 BIdg Pd: 340'N, 175'W(2) 951 Bldg Pd: 312'N, 200'W(2) 952 Bldg Pd: 380'N, 400'W(2) 953 BIdg Pd: 320'N, 100'E(1 ) 954 Bldg Pd: 360'N, 250'E(1) 955 Bldg Pd: 325'N, 300'W(2) 956 BIdg Pd: 375'N, 150'E(1) 957 BId~l Pd: 330'N, 330'E(1) Depth Field Field Below Final S.G. Density Moisture Proctor (feat) (pcf) (%) ID 2.5 96.3 24.1 1 2.5 97.1 22.9 1 2.0 98.2 22.6 1 2.0 94.8 20.4 1 2.0 96.3 20.9 1 2.0 97.0 21.0 1 2.0 97.1 19.4 1 0.5 100.0 19.3 5 0.5 98.6 17.8 5 0.5 99.5 22.8 5 0.5 97.8 18.4 5 0.5 99.6 19.2 5 0.5 98.1 19.0 5 2.5 96.3 24.0 1 2.5 94.9 23.9 1 2.5 93.1 23.6 1 Comments: Where tested, materials were in Compaction Level 95.6 96.4 97.5 94.1 95.6 96.3 96.4 94.5 92.9 94.0 92.4 94.1 92.7 95.6 94.2 92.4 Footnotes: compliance with project specifications. (1) Measurements referenced from S.W. building corner. (2) Measurements referenced from S.E. building corner. REPORT NO. 25 REPORT DATE: 09-02-04 REG PROJECT NO. 11300 PAGE: 2 of 2 Mall 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. Odginal Signed By Keith E. Atkins Manager, CMT BW/ns