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Coppell Ind 2-LR040820 GEOTECHNICAL AND 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 Description 1 D-698 Dark brown clay 2 D-698 Brown sandy clay 3 D-698 Dark brown clay 4 D-698 Yellow & light brown & gray clay w/calcareous nodules 5 D-698 Yellow & light brown sandy clay & shale w/calcareous nodules REPORT NO. 24 REPORT DATE: 08-20-04 REG PROJECT NO. 11300 TECHNICIAN: R. Whitaker PAGE: 1 of 2 Optimum Max. imum Mo sture, % Dens,ty, PCF 19.1 100.7 20.2 103.3 19.1 103.5 19.7 102.6 17.5 105.8 Test No. 900 Date Location 08-04-04 Bldg Pad: 60'N, 35'W(1) 901 9O2 9O3 9O4 9O5 9O6 9O7 9O8 9O9 910 911 912 913 914 915 916 917 918 919 920 921 Bldg Pad: 220'N, 80'W(1) Bldg Pad: 475'N, 90'W(1) Bldg Pad: 75'S, 75'W(2) Bldg Pad: 180'S, 60'W(2) Bldg Pad: 360'S, 95'W(2) Bldg Pad: 475'N, 80'W(2) 08-05-04 Bldg Pad: 80'N, 60'E(3) Bldg Pad: 195'N Bldg Pad: 120'N Bldg Pad: 170'N Bldg Pad: 170'N Bldg Pad: 195'N Bldg Pad: 115'N Bldg Pad: 120'N Bldg Pad: 135'N Bldg Pad: 180'N Bldg Pad: 135'N Bldg Pad: 110'N Bldg Pad: 175'N Bldg Pad: 190'N BId~l Pad: 125'N 160'E(3) 360'E(3) 120'E(1) 300'E(1) 460'E(1) 96'E(3) 200'E(3) 130'W(1 ) 9o'w(1) 60'E(3) 300'E(1 ) 175'E(3) 110'E(3) 140'E(3) Depth Below Field Field Final S.G. Density Moisture (feet) (pcf} (%) 0.5 95.9 22.8 0.5 99.8 19.9 0.5 93.8 21.9 0.5 95.1 24.3 0.5 94.9 21.8 0.5 96.4 20.8 0.5 94.8 22.7 0.0 99.5 21.8 0.0 98.4 20.7 0.0 94.9 23.0 0.0 96.4 23.2 0.0 97.0 21.7 0.0 98.1 20.9 2.5 93.0 23.3 2.5 93.6 24.1 2.5 94.1 22.7 2.5 93.9 21.4 2.5 04.8 22.0 2.5 98.6 20.8 2.0 95.4 23.6 2.0 96.3 24.1 2.0 94.0 23.9 Pr~cDt°r 4 93.4 4 97.3 4 91.4 (a) 4 92.6 4 92.4 4 93.9 4 92.3 (A) 1 98.9 1 97.7 I 94.2 1 95.7 1 96.3 1 97.4 1 92.3 1 92.9 1 93.4 I 93.2 I 94.1 1 97.9 1 94.7 1 95.6 I 93.3 REPORT NO. 24 REPORT DATE: 08-20-04 REG PROJECT NO. 11300 PAGE: 2of2 Test No. Date 922 08-06-04 Bldg Pad: 923 Bldg Pad: 924 Bldg Pad: 925 Bldg Pad: 926 Bldg Pad: 927 BIdg Pad: 928 Bldg Pad: 929 Bldg Pad: 930 Bldg Pad: 931 Bldg Pad: 932 BIdg Pad: 933 Bldg Pad: 934 Bldg Pad: 935 Bldg Pad: 936 Bldg Pad: 937 Bldg Pad: 938 BIdg Pad: 939 Bldg Pad: Location 135'N, 50'E(3) 175'N, 140'E(3) 112'N, 80'W(1) 170'N, 110'W(1) 120'N, 200'E(3) 190'N, 320'E(3) 140'N 500'E(3) 160'N 75'E(3) 105'N 300'W(1) 180'N 100'W(1) 100'N 400'W(1) 130'N 30'W(1) 190'N 115'W(1) 180'N 425'W(1) 150'N 210'E(3) 125'N 60'W(1) 210'N 120'E(3) 280'N 375'E(3) Depth Below I Field Field Final S.G. Density Moisture Proctor Compaction (feet) (pcf) (%) ID Level (%) 2.0 95.4 23.9 1 94.8 2.0 94.8 22.2 1 94.1 2.0 95.0 24.1 1 94.3 2.0 95.1 23.0 I 94.4 1.5 99.2 19.2 I 98.5 1.5 96.8 22.4 I 96.1 1.5 94.7 21.8 1 94.0 1.5 95.8 20.4 1 95.1 1.5 97.6 21.0 1 96.9 1.5 97.1 21.6 1 96.4 1.0 94.8 19.8 I 94.1 1.0 96.6 19.3 I 95.9 1.0 97.3 20.7 1 96.6 1.0 94.6 23.6 1 93.9 1.0 95.7 21.5 1 95.0 1.0 95.3 19.2 1 94.6 2.5 99.9 24.2 1 99.2 2.5 94.4 23.0 I 93.7 940 Bldg Pad: 240'N 200'W(1) 2.5 95.0 23.4 1 94.3 941 Bldg Pad: 260'N 350'W(1) 2.5 96.2 24.4 1 95.5 Comments: Where tested, materials were in compliance with project specifications, unless noted otherwise. Failing test noted in lower case letter, passing retest noted in corresponding upper case letter. Footnotes: (1) Measurements referenced from S,E. building corner. (2) Measurements referenced from N.E. building corner. (2) Measurements referenced from S.W. building corner. 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 GEOTECNNICAL AND ~ F=I r-1 U ~ ENVIRONPtENTAL 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[ ASTMI No. Standard 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. 23 REPORT DATE: 08-20-04 REG PROJECT NO. 11300 TECHNICIAN: R. Whitaker PAGE: 1 of 2 Optimum Maximum Moisture, % Density, PCF I D-698 2 D-698 3 D-698 4 D-698 5 D-698 19.1 100.7 20.2 103.3 19.1 103.5 19.7 1 O2.6 17.5 105.8 Test No. Date Location 882 08-02-04 Bldg Pad: 80'N, 12'W(1) 883 Bldg Pad: 300'N, 10'W(1) 884 Bldg Pad: 95'$, 13'W(2) 885 Bldg Pad: 30'N, 80'W(1) 886 Bldg Pad: 220'N, 85'W(1) 887 Bldg Pad: 100'S, 90'W(2) 888 Bldg Pad: 61'N, 17'W(1) 889 Bldg Pad: 115'S, 19'W(2) 890 08-03-04 Bldg Pad: 45'N, 19'W(1) 891 892 893 894 895 896 897 898 899 Bldg Pad: 85'S, 90'W(2) Bldg Pad: 220'S, 95'W(2) Bldg Pad: 375'S, 80'W(2) BIdg Pad: 65'N, 24'W(1) Bldg Pad: 180'N, 20'W(1) Bldg Pad: 330'N, 26'W(1) Bidg Pad: 90'S, 105'W(2) BIdg Pad: 320'S, 98'W(2) Bldg Pad: 475'S, 88'W(2) Depth Below Field Field FinalS. G. Density Moisture (feet) (pcf) (%) 2.0 96.1 22.4 2.0 98.8 23.0 2.0 95.1 23.7 2.0 94.7 23.6 2.0 95.9 24.1 2.0 96.3 24.3 1.5 97.0 21.9 1.5 96.6 22.5 1.5 94.9 20.0 1.5 95.5 22.9 1.5 94.7 24.6 1.5 96.1 24.4 1.0 94.8 19.9 1.0 96.3 21.6 1.0 95.4 22.7 1.0 96.2 24.3 1.0 94.5 24.5 1.0 94.6 21.8 Pr~cDt°r Cl°emvPea~t'%; n 4 93.6 4 96.2 4 92.6 4 92.3 4 93.4 4 93.8 4 94.5 4 94.1 4 92.4 4 93.0 4 92.3 4 93.6 4 92,3 4 93.8 4 92.9 4 93.7 4 92.1 4 92.2 REPORT NO. 23 REPORT DATE: 08-20-04 REG PROJECT NO. 11300 PAGE: 2 of 2 Comments: Where tested, materials were in compliance with proiect specifications. Footnotes: (1) Measurements referenced from S.E. building corner. (2) Measurements referenced from N.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. 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