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Minyard-LR 960930 G£OTEC.~.'x,.C~. ~',,ID J~ J~ I'--1 I I p E ~I';IR Ok ~,EI~.T~'._ COiN 5gL- ANTS REPORT OF FIELD DENSITY TESTS Minyard's Facility Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 33 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway REPORT DATE: 09-30-96 Coppell, Texas 75019 TECHNICIAN: S. Boeshart A'I-TN: Mr. Marion Pritchett S. Hope B. Ray 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 5 D-698 Tan clayey sand 14.4 112.2 226 09-04-96 Primary electric 2.5 111.5 15.2 2 100.2 line backfill/ 200'N, 25'E(1) 227 Primary electric 2.0 110.5 16.7 2 99.3 line backfill/ 40'N, 25'E(1) 228 09-05-96 Electric line 0.0 110.0 16.4 2 98.8 backfill/50'N(1 ) 229 Electric line 0.8 112.5 18.0 2 101.1 backfill/150'N(1) 230 Electric Line 2.0 90.5 24.3 1 99.0 backfill/300'N( 1 ) 231 Electric line 2.0 91.0 24.0 1 99.4 backfill/400'N(1 ) 232 09-06-96 20'S, 40'E(2) 0.0 113.2 12.7 5 100.9 233 35'S, 90'E(2) 0.0 113.2 16.4 5 100.9 234 60'S,150'E(2) 0.0 109.0 13.5 5 97.1 235 110'S, 50'E(2) 0.0 110.2 14.2 5 98.2 2424 STL;TZ DR · SUITE 400 · DALLAS. TX 75235 , -=__ [214] 350 5600 · F-'× [214] 350 0019 :--: N~.~ :~ .~: .~:::~.:: ~at:.~: ..~.--~. ~-..-.: .~ .:: :~ ~:a~!.cm :-.::..:-.:: .:-::. :-;:.:-~: ~-:: .-:~(~.~-::-~-::: ::: ::: ::::::::::::::::::::::::: :::: .:: :.~ :~ .~: .~ .~: .(: :~ :'~)-:-~ i:~ ::: ::: .::.~::-':::~:::'~ ::: ~I~D.:~-::: :.~..::::~:. ::.~-:-:: :.~.::::-~:.~¥~[~(~ :::_~ ::: 236 09-06-96 150'S,120'E(2) 0.0 113.0 12.4 5 100.7 237 150'S,180'E(2) 0.0 111.5 13.4 5 99.4 238 200'S,100'E(2) 0.0 110.0 13.6 5 98.0 239 230'S, 45'E(2) 0.0 111.5 13.4 5 99.4 240 250'S, 70'E(2) 0.0 112.0 12.5 5 99.8 241 280'S, 160'E(2) 0.0 110.5 14.5 5 98.5 242 09-07-96 Primary electric 2.0 95.1 23.2 3 95.7 line bacilli/ 50'S(3) 243 Primary electric 3.0 96.5 22.4 3 97.1 line backfill/ 70'S(3) 244 09-24-96 30'N, 60'E(4) 0.0 139.0 6.0 6 104.7 245 20'N, 90'E(4) 0.0 137.2 6.5 6 103.4 246 40'S,100'E(4) 0.0 137.7 6.2 6 103.8 247 80'S,100'E(4) 0.0 135.7 5.8 6 102.3 248 120'S, 60'E(4) 0.0 134.7 5.8 6 101.5 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E. corner of building addition. (2) Measurements referenced from N.W. corner of building addtion. (3) Measurements referenced from telephone pole (maine power soure) on Bethel Road. (4) Measurments referenced from N.E. corner of building addition. Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (1) Facility Construction Management/ REED ENGINEERING GROUP, INC. Mr. Dirk Harrison ~ City of Coppell/Mr. Larry Davis Original Signed By (1) City of Coppell/Mr. Lee Stone Ronald F. Reed, P.E. RFR/msm