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Minyard-LR 960819 (3) REPORT OF FIELD DENSITY TESTS Minyard's Facility Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 9 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway REPORT DATE: 08-19-96 Coppell, Texas 75019 TECHNICIAN: M. Lawson Mr. Marion Pritchett B. Woolwine CONTRACTOR: Facility Construction Management, Inc. 1 D-698 Dark brown clay 24.7 91.5 2 D-698 Brown silty sandy clay 12.0 111.3 3 D-698 Dark gray clay 21.4 99.4 4 D-698 Reddish-brown clayey sand 12.6 115.6 ............. : ............ . ........... .::::::. .......................................... .::.::.:..: ...... ~ ............. ~::,:.:~.~::,.:.,.:.,.:.,:(p~, ,~, ~::,.:.., :,(, ~.:..).::.:,.,:,,~:~:~,,:, :.. ~....,:, :,-,. :. ,. :.. ............ ~[~),-::,-, 115 08-05-96 30'N, 30'W(1) 2.0 83.4 31.3 1 91 .la 116 150'N,100'W(1) 2.0 81.8 34.6 1 89.4b 117 08-06-96 30'N, 30'W(1) 2.0 87.1 29.4 1 95.2A 118 100'N, 20'W(1) 2.0 86.7 29.3 1 94.8 119 225'N, 20'W(1) 2.0 86.8 26.4 1 94.9 120 375'N, 20'W(1) 2.0 87.0 27.3 1 95.1 121 20'N,100'W(1) 2.0 89.0 30.1 1 92.3 122 150'N,100'W(1) 2.0 86.8 31.7 1 94.9B 123 225'N,100'W(1) 2.0 87.! 31.8 1 95.2 124 375'N,100'W(1) 2.0 87.0 26.8 1 95.1 125 20'N,220'W(1 ) 2.0 88.7 27.8 1 96.9 126 100'N,220'W(1) 2.0 88.6 29.4 1 96.8 127 225'N,220'W(1) 2.0 87.0 27.3 1 95.1 128 375'N ,220'W(1 ) 2.0 88.3 31.4 I 96.5 129 20'N,325'W(1) 2.0 87.1 31.9 1 95.2 130 100'N,325'W(1) 2.0 87.2 28.3 1 95.3 131 225'N,325'W(1) 2.0 88.0 31.6 1 96.2 132 375'N,325'W(1) 2.0 84.2 31.9 1 92.0 133 08-07-96 Storm drain 0.0 88.5 24.5 1 96.7 backfill 20'N,125'W(2) 134 Storm drain 2.0 90.8 23.9 1 99.2 backfill 20'S, 150'W(2) 2424 5TUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -E- [214] 350 5600 · :,;X [214] 350 0019 135 08-07-96 Storm drain 0.0 89.7 24.2 I 98.0 backfill 100'S,200'W(2) 136 08-08-96 20'N, 20'W(1) 0.7 113.5 13.0 4 98.2 137 80'N, 25'W(1) 0.7 111.4 12.8 4 96.4 138 170'N, 15'W(1) 0.7 112.0 12.5 4 96.9 139 250'N, 25'W(1) 0.7 112.9 13.0 4 97.7 140 240'N,125'W(1) 0.7 110.9 13.9 4 95.9 141 180'N,150'W(1) 0.7 111.7 12.9 4 96.6 142 100'N, 175'W(1 ) 0.7 110.9 12.5 4 95.9 143 40'N, 165'W(1 ) 0.7 111.2 13.5 4 96.2 144 08-09-96 30'N, 20'W(1) 1.2 106.6 12.6 5 95.0 145 125'N, 20'W(1 ) 1.2 106.8 12.1 5 95.2 146 200' 20'W(1) 1.2 108.6 10.4 5 96.8 147 30'N, 100'W(1 ) 1.2 107.4 13.6 5 95.7 148 125'N,100'W(1) 1.2 106.3 16.4 5 95.0 149 200'N, 100'W(1 ) 1.2 107.3 15.9 5 95.6 150 30'N,200'W(1) 1.2 106.8 15.9 5 95.2 151 125'N,200'W(1) 1.2 107.9 14.0 5 96.2 152 200'N,200'W(1) 1.2 106.6 16.3 5 95.0 153 30'N,300'W(1) 1.2 109.0 15.4 5 97.1 154 125'N,300'W(1) 1.2 108.5 15.5 5 96.7 155 200'N,300'W(1) 1.2 107.9 15.8 5 96.2 156 194'N, 40'E(3) 2.5 110.0 10.9 2 98.8 ' 157 194'N,150'E(3) 3.0 110.6 12.9 2 99.4 158 194'N, 125'W(3) 1.8 111.3 15.7 2 100.0 159 194'N, 30'E(3) 1.2 105.7 13.2 2 95.0 160 194'N, 25'E(3) 0.0 109.3 11.0 2 98.2 161 194'N,100'E(3) 0.6 109.2 14.3 2 98.1 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 N.E. corner of existing building. (2) Measurements referenced from N.W. corner of proposed addition. (3) Test taken on water line backfill. Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (1) Facility Construction Management/ REED ENGINEERING GROUP, INC. Ci r. Dirk Harrison ty of Coppell/Mr. Larry Davis Original Signed By ' Ronald F. Reed RFR/msm