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Minyard-LR 960828 (2) G:OTEC,-IN CAt ANI3, I~ F~ ~ I I F~ --%v' ROI~'~EI%T-' L CO'qSJLTA"~T$ REPORT OF FIELD DENSITY TESTS Minyard's Facility Expansion Freeport Parkway and Bethel Road ' Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 11 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway REPORT DATE: 08-28-96 Coppell, Texas 75019 TECHNICIAN: 19. Lucas Mr. Marion Pritchett 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 NO~:::::::~ :.::~:-:~:::~-:Oate?:~.-::~:. :::: :~ocaflon ......... .: ..... : ........ . ............. ::i ii'D-::: ?::.i 162 08-12-96 8" Water line 2.0 95.9 22.4 3 96.5 50'E(1) 163 8" Wate line 2.0 96.6 21.4 3 97.2 130'E(1) 164 8" Water line 1.0 95.1 22.8 3 95.7 55'E(1) 165 8" Water line 1.0 95.9 22.0 3 96.5 105'E(1) 166 45'S, 50'W(2) 0.0 86.1 22.5 4 95.7 167 105'S, 50'W(2) 0.0 113.1 11.4 4 97.8 168 160'S, 50'W(2) 0.0 112.4 11.7 4 97.2 169 225'S, 50'W(2) 0.0 111.6 10.8 4 96.5 170 320'S, 50'W(2) 0.0 110.8 11.5 4 95.9 171 350'N, 20'W(2) 0.0 111.2 11.9 4 96.2 172 320'S, 65'W(2) 0.0 113.0 12.0 4 97.8 173 300'S, 75'W(2) 0.0 110.8 11.2 4 95.9 174 8" Water line 0.0 95.2 22.7 3 95.8 60'E(1) 175 8" Water line 0.0 96.2 22.6 3 96.8 125'E(1) 176 08-13-96 350'S,120'W(2) 0.0 110.0 11.2 4 95.2 177 350'S,170'W(2) 0.0 110.7 10.8 4 95.8 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -E- [214; 350 5600 · ;~'X ~214] 350 0019 178 08-13-96 350'S,220'W(2) 0.0 111.2 11.7 4 96.2 179 350'S,270'W(2) 0.0 110.8 11.1 4 95.9 180 350'S,320'W(2) 0.0 112.0 12.1 4 96.9 181 275'S,320'W(2) 0.0 109.8 10.8 4 95.0 182 275'S,220'W(2) 0.0 113.4 11.4 4 98.1 183 275'S,170'W(2) 0.0 111.3 11.4 4 96.3 184 275'S,120'W(2) 0.0 112.1 10.6 4 97.0 185 10" Water line 2.0 99.2 21.4 3 99.8 STA 7+75 186 10" Water line 2.0 97.0 22.9 3 97.6 STA 6+25 187 10" Water line 1.0 97.6 21.9 3 98.2 ST^ 6+85 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) North end water line backfill, referenced from East side of building addition. (2) Measurements referenced from N.E. corner of proposed addition. Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (~1) Facility Construction Management/ REED ENGINEERING GROUP, INC. Mr. Dirk Harrison ('1) City of Coppell/Mr. Larry Davis Original Signed By (1) City of Coppell/Mr. Lee Stone Ronald F. Reed, P.E. RFR/msm