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Minyard-LR 960923 (3) REPORT OF FIELD DENSITY TESTS Minyard's Facility Expansion . Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 24 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway REPORT DATE: 09-23-96 Coppell, Texas 75019 TECHNICIAN: B. Steadman Mr. Marion Pritchett S. Boeshart CONTRACTOR: Facility Construction Management, Inc. I 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 5 D-698 Tan clayey sand 14.4 112.2 o~::::- ...................... Da~-:-: ............ -.: ............... Eo=~tton-: ........... (f~t) .......... -::"cf ............ ........................................................................................... . .............................................. (p.): 201 08-16-96 STA 11+50(1) 0.0 99.4 21.4 3 100.0 202 STA 12+40(1) 1.0 91.0 27.5 1 99.5 203 STA 13+50(1) 2.0 87.8 28.4 1 96.0 204 08-21-96 I'N, 4'W(2) 5.0 99.4 18.5 1/2 98.0 205 I'N, 4'E(2) 2.5 99.3 20.7 1/2 97.9 206 08-22-96 20'S, 20'E(3) 1.0 96.0 27.4 3 96.6 207 100'S, 20'E(3) 1.0 95.1 28.1 3 95.7 208 200'S, 20'E(3) 1.0 94.4 29.2 3 95.0 209 300'S, 20'E(3) 1.0 95.1 28.2 3 95.7 210 380'S, 20'E(3) 1.0 97.0 27.1 3 97.8 211 20'S,170'E(3) 1.0 96.0 25.4 3 96.6 212 100'S,170'E(3) 1.0 97.2 25.3 3 97.8 2424 STUTZ DR · SUIT=- 400 · DALLAS. TX 75235 · T-_-L [214.~ 350 5600 · F.,~:< ~214] 350 0019 ..... N~: ........... Da~.i~:::::- .............. ~ocati-on ........................ ~(~t :::-:-.: :- .............. ~ .............................. -{:::::~ :::: :- ................ :: :- ~ :-::--:::.::-:-: :: L~*~e[ .(:~) ::-- .................... ..: .................................................................................. :......:. :..:..: ................ ) ............ (p.....r~ ....... :.:..:..: ...:....:)..: ............................................................................ 213 08-22-96 200'S, 170'E(3) 1.0 93.9 24.3 3 94.5 ' 214 300'S, 170'E(3) 1.0 94.2 27.4 3 94.8 215 380'S,170'E(3) 1.0 96.7 26.2 3 97.3 216 20'S,350'E(3) 1.0 96.6 26.1 3 97.2 217 100'S,350'E(3) 1.0 97.5 27.5 3 98.1 218 200'S,350'E(3) 1.0 96.5 26.7 3 97.1 219 300'S,350'E(3) 1.0 94.9 26.0 3 95.5 220 300'S,350'E(3) 1.0 96.5 26.7 3 97.1 221 08-26-96 20'S, 30'E(4) 1.0 115.5 12.5 4 99.9 222 95'S, 45'E(4) 1.0 113.2 13.1 4 97.9 223 130'S,100'E(4) 1.0 115.7 12.8 4 100.1 224 180'S,120'E(4) 1.0 112.0 12.5 4 96.9 225 80'S,230'E(4) 1.0 111.2 12.8 4 96.2 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Test taken on water line backfill. (2) Test taken on backfill, after the removal of the existing pier. Measurements referenced from grid line HH.2-7.06. (3) Measurements referenced from N.W. corner of existing building. (4) Measurements referenced from N.W. corner of expansion. 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