Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Coppell Ind 2-LR130213 (2)
REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 113 3090 Olive Street, Suite 300 REPORT DATE: 02-13-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 4 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2821 02-04-13 Building Pad: 825‘N, 25‘W(1) 0.0 90.1 24.5 7 95.1 2822 Building Pad: 825‘N, 100‘W(1) 0.0 91.2 24.3 7 96.3 2823 Building Pad: 825‘N, 200‘W(1) 0.0 90.8 25.0 7 95.9 2824 Building Pad: 825‘N, 300‘W(1) 0.0 90.2 25.2 7 95.2 2825 Building Pad: 825‘N, 400‘W(1) 0.0 90.9 24.8 7 96.0 2826 Building Pad: 825‘N, 515‘W(1) 0.0 91.3 24.4 7 96.4 2827 Building Pad: 875‘N, 50‘W(1) 0.0 92.0 24.3 7 97.1 2828 Building Pad: 875‘N, 150‘W(1) 0.0 91.9 24.0 7 97.0 2829 Building Pad: 875‘N, 250‘W(1) 0.0 92.1 23.8 7 97.3 2830 Building Pad: 875‘N, 350‘W(1) 0.0 91.5 24.4 7 96.6 2831 Building Pad: 875‘N, 450‘W(1) 0.0 90.8 25.1 7 95.9 2832 Building Pad: 875‘N, 550‘W(1) 0.0 92.1 24.0 7 97.3 2833 Building Pad: 825‘N, 25‘W(1) 1.5 94.8 23.1 9 94.0 2834 Building Pad: 830‘N, 30‘W(1) 1.0 95.1 22.5 9 94.3 2835 Building Pad: 820‘N, 20‘W(1) 0.7 95.6 22.3 9 94.8 2836 Building Pad: 825‘N, 100‘W(1) 1.5 95.0 23.0 9 94.2 2837 Building Pad: 820‘N, 105‘W(1) 1.0 95.4 22.8 9 94.6 2838 Building Pad: 825‘N, 100‘W(1) 0.7 95.9 22.2 9 95.1 2839 Building Pad: 825‘N, 200‘W(1) 1.5 94.0 23.8 9 93.3 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 113 REPORT DATE: 02-13-13 REG PROJECT NO. 18520 PAGE: 2 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2840 02-04-13 Building Pad: 820‘N, 205‘W(1) 1.0 94.5 23.0 9 93.8 2841 Building Pad: 830‘N, 210‘W(1) 0.7 95.8 22.4 9 95.0 2842 Building Pad: 825‘N, 300‘W(1) 1.5 94.8 22.8 9 94.0 2843 Building Pad: 820‘N, 310‘W(1) 1.0 95.3 22.4 9 94.5 2844 Building Pad: 825‘N, 305‘W(1) 0.7 96.0 22.1 9 95.2 2845 Building Pad: 825‘N, 400‘W(1) 1.5 95.1 23.5 9 94.3 2846 Building Pad: 820‘N, 405‘W(1) 1.0 95.6 23.0 9 94.8 2847 Building Pad: 825‘N, 410‘W(1) 0.7 95.8 22.3 9 95.0 2848 Building Pad: 825‘N, 515‘W(1) 1.5 93.9 23.9 9 93.2 2849 Building Pad: 820‘N, 520‘W(1) 1.0 94.5 23.1 9 93.8 2850 Building Pad: 825‘N, 525‘W(1) 0.7 95.7 22.7 9 94.9 2851 Building Pad: 875‘N, 50‘W(1) 1.5 94.3 24.0 9 93.6 2852 Building Pad: 880‘N, 55‘W(1) 1.0 94.9 23.5 9 94.1 2853 Building Pad: 870‘N, 45‘W(1) 0.7 95.3 22.8 9 94.5 2854 Building Pad: 875‘N, 150‘W(1) 1.5 95.0 23.0 9 94.2 2855 Building Pad: 880‘N, 145‘W(1) 1.0 94.8 22.8 9 94.0 2856 Building Pad: 870‘N, 160‘W(1) 0.7 95.8 22.4 9 95.0 2857 Building Pad: 875‘N, 250‘W(1) 1.5 95.1 23.1 9 94.3 2858 Building Pad: 880‘N, 245‘W(1) 1.0 96.0 22.3 9 95.2 2859 Building Pad: 870‘N, 255‘W(1) 0.7 95.8 22.2 9 95.0 2860 Building Pad: 875‘N, 350‘W(1) 1.5 94.6 23.4 9 93.8 2861 Building Pad: 880‘N, 355‘W(1) 1.0 95.4 22.8 9 94.6 2862 Building Pad: 870‘N, 345‘W(1) 0.7 96.2 22.2 9 95.4 2863 Building Pad: 875‘N, 450‘W(1) 1.5 95.5 22.5 9 94.7 2864 Building Pad: 880‘N, 455‘W(1) 1.0 94.4 23.0 9 93.7 2865 Building Pad: 870‘N, 460‘W(1) 0.7 95.9 22.3 9 95.1 2866 Building Pad: 875‘N, 545‘W(1) 1.5 95.7 22.4 9 94.9 2867 Building Pad: 880‘N, 550‘W(1) 1.0 95.0 22.9 9 94.2 2868 Building Pad: 875‘N, 540‘W(1) 0.7 95.8 22.2 9 95.0 2869 Building Pad: 925‘N, 25‘W(1) 4.0 94.3 23.8 1 93.4 2870 Building Pad: 930‘N, 30‘W(1) 3.5 95.1 22.9 1 94.2 2871 Building Pad: 920‘N, 30‘W(1) 3.0 94.9 23.1 1 94.0 2872 Building Pad: 925‘N, 25‘W(1) 2.5 94.2 23.8 1 93.3 2873 Building Pad: 920‘N, 30‘W(1) 2.0 95.1 23.0 1 94.2 2874 Building Pad: 930‘N, 35‘W(1) 1.5 95.0 22.7 1 94.1 2875 Building Pad: 920‘N, 20‘W(1) 1.0 95.7 22.3 1 94.8 2876 Building Pad: 925‘N, 25‘W(1) 0.7 96.1 21.9 1 95.1 2877 Building Pad: 925‘N, 100‘W(1) 4.0 95.3 22.3 1 94.4 2878 Building Pad: 930‘N, 105‘W(1) 3.5 94.5 23.1 1 93.6 2879 Building Pad: 935‘N, 110‘W(1) 3.0 94.0 23.5 1 93.1 2880 Building Pad: 930‘N, 100‘W(1) 2.5 94.6 22.9 1 93.7 2881 Building Pad: 925‘N, 115‘W(1) 2.0 93.9 23.8 1 93.0 2882 Building Pad: 920‘N, 95‘W(1) 1.5 94.4 23.0 1 93.5 2883 Building Pad: 925‘N, 105‘W(1) 1.0 95.6 22.3 1 94.7 2884 Building Pad: 930‘N, 110‘W(1) 0.7 96.0 22.0 1 95.0 2885 Building Pad: 925‘N, 200‘W(1) 4.0 94.5 23.1 1 93.6 REPORT NO. 113 REPORT DATE: 02-13-13 REG PROJECT NO. 18520 PAGE: 3 of 4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 2886 02-14-13 Building Pad: 930‘N, 205‘W(1) 3.5 93.3 24.0 1 92.4 2887 Building Pad: 935‘N, 210‘W(1) 3.0 95.5 22.6 1 94.6 2888 Building Pad: 940‘N, 200‘W(1) 2.5 95.0 22.8 1 94.1 2889 Building Pad: 930‘N, 200‘W(1) 2.0 94.7 23.1 1 93.8 2890 Building Pad: 925‘N, 210‘W(1) 1.5 96.0 22.1 1 95.0 2891 Building Pad: 920‘N, 205‘W(1) 1.0 95.5 22.6 1 94.6 2892 Building Pad: 925‘N, 210‘W(1) 0.7 96.2 21.8 1 95.2 2893 Building Pad: 925‘N, 300‘W(1) 4.0 95.1 22.3 1 94.2 2894 Building Pad: 920‘N, 305‘W(1) 3.5 94.6 23.4 1 93.7 2895 Building Pad: 925‘N, 310‘W(1) 3.0 93.9 23.9 1 93.0 2896 Building Pad: 930‘N, 315‘W(1) 2.5 94.3 23.5 1 93.4 2897 Building Pad: 925‘N, 320‘W(1) 2.0 95.1 22.8 1 94.2 2898 Building Pad: 920‘N, 310‘W(1) 1.5 95.4 22.1 1 94.5 2899 Building Pad: 925‘N, 305‘W(1) 1.0 95.0 22.7 1 94.1 2900 Building Pad: 930‘N, 300‘W(1) 0.7 96.0 22.0 1 95.0 2901 Building Pad: 925‘N, 400‘W(1) 4.0 94.4 23.4 1 93.5 2902 Building Pad: 920‘N, 405‘W(1) 3.5 93.6 24.1 1 92.7 2903 Building Pad: 930‘N, 410‘W(1) 3.0 93.9 23.7 1 93.0 2904 Building Pad: 920‘N, 400‘W(1) 2.5 94.8 23.0 1 93.9 2905 Building Pad: 925‘N, 415‘W(1) 2.0 95.1 22.4 1 94.2 2906 Building Pad: 930‘N, 420‘W(1) 1.5 94.8 23.1 1 93.9 2907 Building Pad: 925‘N, 415‘W(1) 1.0 95.2 22.7 1 94.3 2908 Building Pad: 930‘N, 425‘W(1) 0.7 95.9 22.0 1 95.0 2909 Building Pad: 925‘N, 520‘W(1) 4.0 95.0 23.0 1 94.1 2910 Building Pad: 930‘N, 515‘W(1) 3.5 93.7 24.1 1 92.8 2911 Building Pad: 915‘N, 525‘W(1) 3.0 95.2 23.1 1 94.3 2912 Building Pad: 925‘N, 530‘W(1) 2.5 94.5 22.8 1 93.6 2913 Building Pad: 920‘N, 520‘W(1) 2.0 95.6 22.3 1 94.7 2914 Building Pad: 930‘N, 535‘W(1) 1.5 94.9 22.6 1 94.0 2915 Building Pad: 920‘N, 530‘W(1) 1.0 95.4 22.1 1 94.5 2916 Building Pad: 925’N, 545’W(1) 0.7 96.0 21.8 1 95.0 2917 Electrical Line: 110’S, 40’E(1) 1.0 96.4 22.1 1 95.4 2918 Electrical Line: 110’S, 40’E(1) 0.0 97.0 21.8 1 96.0 2919 Electrical Line: 110’S, 40’E(1) 1.0 96.7 21.9 1 95.7 2920 Electrical Line: 110’S, 40’E(1) 0.0 97.3 21.7 1 96.3 2921 Electrical Line: 185’N, 40’E(1) 1.0 96.2 22.5 1 95.2 2922 Electrical Line: 185’N, 40’E(1) 0.0 96.8 22.0 1 95.8 2923 Electrical Line: 335’N, 40’E(1) 1.0 96.4 22.4 1 95.4 2924 Electrical Line: 335’N, 40’E(1) 0.0 96.6 22.1 1 95.6 2925 Electrical Line: 470’N, 40’E(1) 1.0 96.9 22.0 1 95.9 2926 Electrical Line: 470’N, 40’E(1) 0.0 97.5 21.8 1 96.5 REPORT NO. 113 REPORT DATE: 02-13-13 REG PROJECT NO. 18520 PAGE: 4 of 4 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell