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Coppell Ind 2-LR040823
GEOTECHNICALAND G ~ I--1 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 Proctorl ASTMI No. Standard REPORT NO. 21 REPORT DATE: 08-23-04 REG PROJECT NO. 11300 TECHNICIAN: M, Lawson PAGE: I of 2 Optimum Maximum Moisture~ % DensitT~ PCF 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 Depth I Proctor Compaction Below Field Field Final S.G. Density Moisture (feet) (pcf) (%) ID Leve (%) Test No. Date 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 Location 07-26-04 Bldg Pad: 20'S, 150'E(1) Bldg Pad: 20'S, 250'E(1) Bldg Pad: 40'S, 300'E(1 ) Bldg Pad: 40'S, 100'E(1) Bldg Pad: 10'S, 275'E(1) Bldg Pad: 35'S, 150'E(1) Bldg Pad: 35'S Bldg Pad: 35'$ Bldg Pad: 15'S BIdg Pad: 15'S Bldg Pad: 45'S Bldg Pad: 45'S Bldg Pad: 15'S Bldg Pad: 15'S Bldg Pad: 40'S Bldg Pad: 40'S, 100'E(1) Bldg Pad: 15'S, 300'E(1) Bldg Pad: 15'$, 125'E(1) Bldg Pad: 35'S, 125'E(1) Bldg Pad: 35'$, 250'E(1) Bldg Pad: 10'S, 300'E(1) Bldg Pad: 10'S, 150'E(1) 150'E(1) 300'E(1 ) 275'E(1) 100'E(1) 75'E(1) 300'E(1) 150'E(1) 250'E(1) 275'E(1) 5.0 95.8 25.3 2 92.7 5.0 99.2 23.0 2 96.0 5.0 96.4 24.2 2 93.3 5.0 96.0 25.2 2 92.9 4.5 98.3 22.7 2 95.2 4.5 99.8 22.9 2 96.6 4.5 97.5 25.0 2 94.4 4.5 100.4 21.7 2 97.2 4.0 97.5 24.2 2 94.4 4.0 97.5 23.1 2 94.4 4.0 99.2 22.5 2 96.0 4.0 99.0 23.5 2 95.8 3.5 97.7 23.9 2 94.6 3.5 96.5 24.2 2 93.4 3.5 96.0 25.6 2 92.9 3.5 97.9 24.7 2 94.8 3.0 100.0 23.1 2 96.8 3.0 98.5 22.8 2 95.3 3.0 98.9 22.8 2 95.7 3.0 96.9 24.3 2 93.8 2.5 99.7 27.7 2 96.5 2.5 97.2 23.9 2 94.1 REPORT NO. 21 REPORT DATE: 08-23-04 REG PROJECT NO. 11300 PAGE: 2 of 2 Test No. Date Location 764 07-26-04 765 766 767 768 769 Bldg Pad: 40'S. 150'E(1) Bldg Pad: 40'S, 250'E(1) Bldg Pad: 15'S, 275'E(1) BIdg Pad: 15'S, 125'E(1) Bldg Pad: 35'S, 275'S(1) Bldg Pad: 35'S, 150'E(1) Depth Field Field Below Final S.G. Density Moisture Proctor (feet) (pcf) (%) D 2.5 96.4 25.2 2.5 98.0 23.0 3.0 97.5 23.7 2.0 96.0 25.5 2.0 100.7 21.7 2.0 100.0 27.6 Compaction Level (%) 770 771 772 773 774 775 776 777 778 779 780 781 Bldg Pad: 15'S, 25'E(1) 1.5 98.2 22.9 Bldg Pad: 15'S, 300'E(1) 1.5 97.1 23.7 Bldg Pad: 40'S, 100'E(1) 1.5 95.9 21.8 Bldg Pad: 40'S, 250'E(1) 1.5 96.4 24.9 Bldg Pad: 10'S, 100'E(1) 1.0 97.9 23.5 Bldg Pad: 10'S, 300'E(1) 1.0 97.0 23.5 Bldg Pad: 35'S, 250'E(1 ) 1.0 96.9 24.9 Bldg Pad: 35'S, 75'E(1) 1.0 98.7 22.5 Bldg Pad: 20'S, 250'E(1) 0.5 97.5 22.8 Bldg Pad: 20'S. 100'E(1) 0.5 98.0 22.8 Bldg Pad: 45'S, 300'E(1 ) 0.5 96.0 24.3 BId~ Pad: 45'S, 75'W(1) 0.5 95.9 25.2 2 93.3 2 94.9 2 94.4 2 92.9 2 97.5 2 96.8 2 95.1 2 94.0 2 97.8 2 93.3 2 94.8 2 93.9 2 93.8 2 95.5 2 94.4 2 94.9 2 92.9 2 92.8 Footnote: (1) Measurements referenced from N. W. 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 BW/ns Comments: Where tested, materials were in compliance with project specifications. GEOTECHNICAL AND r=-- F~ r-i I I F~ ENVIRONI'IENTAL 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: Hiilwood Construction Services REPORT NO. 22 REPORT DATE: 08-23-04 REG PROJECT NO. 11300 TECHNICIAN: M. Lawson PAGE: 1 of 4 Optimum Maximum Mo sture, % 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 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 I No. Date Location 782 07-27-04 BIdg Pad: 15'S, 325'E(1) 783 Bldg Pad: 15'S, 525'E(1) 784 Bldg Pad: 40'S, 350'E(1) 785 Bldg Pad: 40'S, 500'E(1) 786 Bldg Pad: 10'S, 375'E(1) 787 Bldg Pad: 10'$, 500'E(1) 788 Bldg Pad: 35'$, 350'E(1) 789 Bldg Pad: 35'S, 510'E(1) 790 Bidg Pad: 15'S, 500'E(1) 791 Bldg Pad: 15'$, 325'E(1) 792 Bldg Pad: 45'S, 325'E(1) 793 BIdg Pad: 45'S, 500'E(1) 794 Bldg Pad: 10'S, 350'E(1) 795 Bldg Pad: 10'S, 475'E(1) 796 Bldg Pad: 40'S, 490'E(1 ) 797 BIdg Pad: 40'S, 375'E(1 ) 798 Bldg Pad: 20'S, 325'E(1 ) 799 Bldg Pad: 20'S, 500'E(1) 800 Bldg Pad: 40'S, 500'E(1) 801 BId~l Pad: 40'S, 350'E(1) Depth Below I Field Field Final S.G. Density Moisture (feet) (pcf) (%) 10.0 97.0 24.7 10.0 98.2 23.1 10.0 97.9 23.1 10.0 95.8 25.2 9.5 100.4 21.4 9.5 99.0 22.8 9.5 99.8 22.0 9.5 98.9 23.0 9.0 97.4 22.9 9.0 99.2 22.5 9.0 97.5 23.5 9.0 100.4 20.9 8.5 98.5 22.3 8.5 97.7 22.6 8.5 96.5 24.2 8.5 96.9 24.8 8.0 96.0 25.1 8.0 97.1 24.0 8.0 97.8 23.2 8.0 99.4 22.2 Pr~c2°r Cl°emvPea~tl%~n 2 93.9 2 95.1 2 94.8 2 92.7 2 97.2 2 95.8 2 95.8 2 95.7 2 94.3 2 96.0 2 94.4 2 97.2 2 95,4 2 94.6 2 93.4 2 93.8 2 92.9 2 94.0 2 94.7 2 96.2 REPORT NO. 22 REPORT DATE: 08-23-04 REG PROJECT NO. 11300 PAGE: 2 of 4 Teat No. Date 802 07-27-04 803 8O4 8O5 806 807 808 809 810 811 812 813 814 815 816 817 818 819 820 821 822 07-28-04 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837 838 839 840 841 842 Location Bldg Pad: 10'S, 350'E(1) Bldg Pad: 10'S, 525'E(1) Bldg Pad: 40'S, 325'E(1) Bldg Pad: 40'S, 500'E(1 ) Bldg Pad: 15'S, 525'E(1) Bldg Pad: 15'S, 330'E(1) Bldg Pad: 35'S, 500'E(1) Bldg Pad: 35'S, 350'E(1) Bldg Pad: 10'S, 375'E(1) Bldg Pad: 10'S, 510'E(1) Bldg Pad: 35'S, 500'E(1) Bldg Pad: 35'S, 380'E(1) Bldg Pad: 20'S, 325'E(1 ) Bldg Pad: 20'S, 500'E(1) Bldg Pad: 40'S, 455'E(1) Bldg Pad: 40'S, 325'E(1) Bldg Pad 20'S. 475'E:(1) Bldg Pad: 20'S 350'E(1) Bldg Pad: 40'S 350'E(1) Bldg Pad: 40'S 575'E(1) Bldg Pad: 10'S 500'E(1) Bldg Pad: 10'S 325'E(1) Bldg Pad: 40'S 350'E(1) Bldg Pad: 40'S 475'E(1) Bldg Pad: 15'S 525'E(1) Bldg Pad: 15'S 325'E(1) Bldg Pad: 35'S 375'E(1) Bldg Pad: 35'S 500'E(1) Bldg Pad: 10'S 300'E(1) Bldg Pad: 10'S 475'E(1) Bldg Pad: 45'S, 500'E(1) Bldg Pad: 45'S, 350'E(1) Bldg Pad: 20'S, 475'E:(1) Bldg Pad: 20'S. 325'E(1) Bldg Pad: 40'S, 350'E(1) Bldg Pad: 40'S, 525'E(1) Bldg Pad: 10'S, 350'E(1) Bldg Pad: 10'S, 500'E(1) Bldg Pad: 40'S, 325'E(1) Bldg Pad: 40'S, 475'E(1) BId~l Pad: 15'S, 500'E(1) Depth Below I Field Field Final S.G. Density Moisture (feet) (pcf) (%) 7.5 98.3 23.6 7.5 99.2 22.0 7.5 100.4 21.7 7.5 100.0 23.0 7.0 96.7 24.7 7.0 95.5 25.0 7.O 95.9 25.7 7.0 97.4 23.5 6.5 97.9 23.0 6.5 98.0 22.6 6.5 96.0 22.1 6.5 98.3 22.4 6.0 98.6 23.5 6.0 99.2 22.9 6.0 99.9 22.9 6.0 100.3 21.0 5.5 100.5 21.4 5.5 97.1 22.8 5.5 96.8 24.7 5.5 98.4 23.9 5.0 97.3 22.5 5.0 98.4 22.9 5.0 98.8 23.1 5.0 98.0 23.5 4.5 95.9 25.6 4.5 96.7 24.1 4.5 96.0 25.0 4.5 98.2 22.9 4.0 96.3 23.9 4.0 99.9 21.5 4.0 100.5 22.0 4.0 96.1 24.5 3.5 97.7 23.5 3.5 97.9 22.9 3.5 96.0 24.7 3.5 96.9 23.9 3.0 98.5 23.0 3.0 97.2 23.7 3.0 98.0 22.7 3.O 99.3 23.4 2.5 99.4 22.9 Pr~cDt°r CL°emvP;~tl%;n 2 95.4 2 96.0 2 97.2 2 96.8 2 93.6 2 92.4 2 92.8 2 94.3 2 94.8 2 94.9 2 97.9 2 95.2 2 95.5 2 96.0 2 96.7 2 97.1 2 97.3 2 94.0 2 93.7 2 95.3 2 94.2 2 96.2 2 95.6 2 94.9 2 92.8 2 93.6 2 92.9 2 95.1 2 93.2 2 96.7 2 97.3 2 93.0 2 94.6 2 94.8 2 92.9 2 93.8 2 95.4 2 94.1 2 94.9 2 96.1 2 96.2 REPORT NO. 22 REPORT DATE: 08-23°04 REG PROJECT NO. 11300 PAGE: 3of4 Test No. Date Location 843 07-28-04 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868 869 870 871 872 873 874 875 876 877 878 879 880 881 Bldg Pad: 15'S, 325'E(1) Bldg Pad: 40'S, 475'E(1) Bldg Pad: 40'$, 350'E(1) Bldg Pad: 20'$, 525'E(1) Bldg Pad: 20'S, 325'E(1) Bldg Pad: 40'S, 475'E(1) Bldg Pad: 40'S, 350'E(1) Bldg Pad: 10'S, 525'E(1) Bldg Pad: 20'S, 375'E(1) Bldg Pad: 35'S, 500'E(1) Bldg Pad: 35'S, 350'E(1) Bldg Pad: 10'$, 475'E(1) Bldg Pad: 10'S, 350'E(1) Bldg Pad: 45'S 500'E(1) Bldg Pad: 45'S 350'E(1) Bldg Pad: 15'S 525'E(1) Bldg Pad: 15'S 325'E(1) Bldg Pad: 35'S 500'E(1) Bldg Pad: 35'$ 350'E(1) Bldg Pad: 50'N, 500'E(2) Bldg Pad: 55'N, 400'E(2) Bldg Pad: 50'N, 500'E(2) Bldg Pad: 40'N, 300'E(2) Bldg Pad: 55'N, 400'E(2) Bldg Pad: 50'N, 500'E(2) Bldg Pad: 75'N, 300'E(2) Bldg Pad: 75'N, 200'E(2) BIdg Pad: 75'N, 100'E(2) Bldg Pad: 50'N, 500'E(2) Bldg Pad: 50'N, 500'E(2) Bldg Pad: 75'N, 300'E(2) Bldg Pad: 75'N, 200'E(2) Bldg Pad: 75'N, 100'E(2) Bldg Pad: 25'N, 50'E(2) Bldg Pad: 20'N, 200'E(2) Bldg Pad: 35'N, 200'E(2) BIdg Pad: 35'N, 300'E(2) Bldg Pad: 20'N, 400'E(2) BId~l Pad: 40'N, 500'E(2) BelowDepth Field Field Final S.G. Density Moisture (feet) (pcf) (%) 2.5 97.0 23.5 2.5 95.8 25.0 2.5 96.5 24.2 2.0 98.3 23.1 2.0 100.7 22.0 2.0 99.0 22.5 2.0 98.1 23.1 1.5 97.9 23.6 1.5 98.5 22.5 1.5 97.5 23.3 1.5 96.6 24.4 1.0 96.0 25.6 1.0 97.9 23.6 1.0 98.8 22.6 1.0 99.4 22.0 0.5 99.9 21.9 0.5 97.4 22.7 0.5 96.6 23.8 0.5 98.0 23.2 6.0 97.4 23.4 5.0 99.2 21.9 5.5 96.0 25.2 4.5 96.8 22.9 4.5 95.7 25.3 5.0 99.2 22.0 4.0 99.9 22.5 4.0 100.4 21.6 4.0 98.7 22.9 4.5 98.0 23.5 4.0 97.7 23.6 3.5 97.9 23.9 3.5 96.0 24.7 3.5 98.5 23.6 3.0 96.5 22.9 3.0 99.5 22.0 3.0 100.0 20.9 3.0 97.1 24.2 3.0 97.5 23.6 3.0 98.3 23.1 Proctor Compaction ID Level (%) 2 93.9 2 92.7 2 93.4 2 95.2 2 97.5 2 95.8 2 95.0 2 94.8 2 95.4 2 94.4 2 93.5 2 92.9 2 94.8 2 95.6 2 96.2 2 96.7 2 94.3 2 93.5 2 94.9 2 94.3 2 96.0 2 92.9 2 93.7 2 92.6 2 96.0 2 96.7 2 97.2 2 95.5 2 94.9 2 94.6 2 94.8 2 92.9 2 95.4 2 93.4 2 96.3 2 96.8 2 94.0 2 94.4 2 95.2 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. corner of Building 1. (2) Measurements referenced from S.W. corner of Building 1. REPORT NO. 22 REPORT DATE: 08-23°04 REG PROJECT NO. 11300 PAGE: 4of4 Mail Distribution: (1) Hillwood Fund No. 1, LP/ Mr. Albert Jarrell (1) Hillwood Oonstruction 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