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Coppell BC3-LR000908GEOTECHNICAL AND ~ F~I I'-I U F~ ENVIRONtIENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Coppell III Crestside Drive and Wrangler Drive Coppell, Texas REPORTED TO: CONTRACTOR: Lincoln Property Company 3300 Lincoln Plaza 500 N. Akard Street Dallas, Texas 75201 ATTN: Mr. Brett Phillips Butler Construction Company REPORT NO. 48 REPORT DATE: 09-08-00, REG PROJECT NO. 6686 TECHNICIAN: R. Bullion PAGE: 1 of 2 Proctor ASTMI No. Standard 1 D-698 Dark gray clay 28.0 87.0 2 D-698 Yellow and olive brown clay w/gravel 19.5 99.0 3 D-698 Gray shale 22.0 95.0 4 D-698 Brown clay w/trace gravel 28.0 84.0 5 D-698 Tan limestone and dark brown clay 19.0 100.0 6 D-698 Olive brown clay 18.5 99.5 7 D-698 Yellow brown and light gray clayey sand "select" 13.5 109.5 Description Optimum J Maximum Moisture, % Density, PCF Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 107 08-23-00 Leave-out: 2'N,20'W(1) 0.0 106.0 13.8 7 96.8 108 Leave-out: 2'N,75'W(1) 0.0 107.1 14.1 7 97.8 109 Leave-out: 2'N,150'W(1) 0.0 105.1 13.5 7 96.0 110 Leave-out: 10'N,1 'W(1 ) 2.0 81.5 30.5 4 97.0 111 Leave-out: 100'N,1 'W(1 ) 2.0 81.9 · 29.7 4 97.5 112 Leave-out: 200'N, 1 'W(1 ) 2.0 81.1 30.8 4 96.5 113 Leave-out: 1 '$,30'W(2) 0.0 107.3 15.2 7 98.0 114 Leave-out: 1 '$,110'W(2) 0.0 106.2 14,8 7 97.0 115 Leave-out: 1 'S,200'W(2) 0.0 107.0 15.6 7 97.7 116 08-24-00 Leave-out: 50'S,1'W(2) 2.0 84.0 31.7 1 96.6 117 Leave-out: 100'S, 1 'W(2) 2.0 84.8 30.2 t §7.5 118 Leave-out: 150'S,1 'W(2) 2.0 83.5 31.5 I 96.0 119 Leave-out: 50'S, 1 'E(3) 2.0 84.2 31.0 1 96.8 120 Leave-out: 100'S,1'E(3) 2.0 85.0 30.0 1 97.7 121 Leave-out: 150'$,1'E(3) 2.0 83.5 31.5 1 96.0 122 08-25-00 Leave-out: 30'S,1'W(2) 1.0 84.2 29.7 1 96.8 123 Leave-out: 110'S,1'W(2) 1.0 84.4 30.3 1 97.0 124 Leave-out: 190'S, 1 'W(2) 1.0 83.9 30.8 1 96.3 125 Leave-out: 25'S,1'E(3) 1.0 83.3 31.3 1 95.8 126 Leave-out: 100'$,1'E(3) 1.0 83.8 31.0 1 96.2 127 Leave-out: 175'S,1'E(3) 1.0 83.5 30.7 1 96.0 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 48 REPORT DATE: 09-08-00 REG PROJECT NO. 6686 PAGE: 2 of 2 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 128 08-26-00 Leave-out: 25'S,1'E(3) 0.0 106.8 15.8 7 97.5 129 Leave-out: 110'S,1'E(3) 0.0 105.8 16.6 7 96.6 130 Leave-out: 200'$,1'E(3) 0.0 107.1 16.0 7 97.8 131 Leave-out: 20'$,1'W(2) 0.0 105.1 15.0 7 96.0 132 Leave-out: 100'$,1 'W(2) 0.0 105.8 17.7 7 96.6 133 Leave-out: 200'S,1 'W(2) 0.0 107.3 17.0 7 98.0 134 08-28-00 Bldg Pad: 40'N,40'W(1) 0.0 90.5 25.5 1 96.3 135 Bldg Pad: 80,N,90'W(1) 0.0 90.8 24.8 1 96.9 136 Bldg Pad: 120'N,140'W(1) 0.0 90.1 25.8 1 95.8 137 Bldg Pad: 10'S,25'E(3) 1.0 90.0 26.3 1 95.7 138 Bldg Pad: 15'$,110'E(3) 1.0 90.8 25.4 1 96.6 139 Bldg Pad: 10'S,225'E(3) 0.0 90.4 25.0 1 96.2 140 Bldg Pad: 15'S,330'E(3) 0.0 91.2 24.6 1 97.0 141 Bldg Pad: 80'N,30'E(4) 1.0 91.5 24.0 1 97.3 142 Bldg Pad: 75'N,150'E(4) 1.0 90.8 24.8 1 96.6 143 Bldg Pad: 80'N,230'E(4) 0.0 90.2 25.7 1 96.0 144 Bldg Pad: 75'N,330'E(4) 0.0 90.5 25.3 1 96.3 145 Bldg Pad: 20'N,25'E(4) 1.0 91.0 24.6 1 96.8 146 Bldg Pad: 25'N,155'E(4) 1.0 90.7 24.9 1 96.5 147 Bldg Pad: 20'N,240'E(4) 0.0 90.1 25.8 1 95.8 148 Bldg Pad: 25'N,340'E(4) 0.0 90.2 25.5 1 96.0 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E. corner of building. (2) Measurements referenced from N.E. corner of building. (3) Measurements referenced from N.W. corner of building. (4) Measurements referenced from S.W comer of building. Distribution: (1) Lincoln Property Company/ Mr. Brett Phillips (1) Lincoln Property Company/ Mr. Kyie Bramlett (1) O'Brien & Associates/ Mr. Mick Granlund (1) Butler Construction Company/ Mr. Chris Butler (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. KA/mm