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Minyard-LR 960731 GECTECF-NICAL A%D ~ Fi~ r-'l I I Fl~ --N-,' RC, t',M--NT~,L CON?JbT.'-.',IT$ REPORT OF FIELD DENSITY TESTS Minyard's Facility Expansion Freeport Parkway and Bethel Road , Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 3 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway REPORT DATE: 07-31-96 Coppell, Texas 75019 TECHNICIAN: B. Ray ATTN: Mr. Marion Pritchett R. Thompson 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 !::'i::::::::~:~::: -;::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ~-i: ii-~:.:::::i'::-:: 'i: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ':.i-.:i~?::?:i:i:~.~:'.:-:i:~i:~:: .::~. -: :: :~.~:: ~i i:- i'~: ~:::::. ::'::::: ::'~:~-::. ' :: ~ :~' ~- :~ .~'. :--!-:: i :?~:~:~-i ......... ::~::-~Ne;-~::- ........ Date::::.:-:.::--..:. :-. Eocatlon..:~.:~::~::::-::- .... ~f~t~ ........ - ......... c ::- ................ - ......... ~ :-:' ................. ID .......... ' ............... [aVe - a'--: :~:::~: .................................................................... . ............ ..:..:. ............... .......... ....... .: :: :: .. .: :: .: .: :: . ::. ............. ........... .:.::. ................... ............ 1 06-27-96 40'N,100'W 4.5 109.1 13.9 2 98.0 2 120'N,650'W 4.5 90.5 27.6 1 97.2 3 120'N,490'W 4.5 90.1 25.5 1 96.8 4 120'N,310'W 4.5 89.8 24.4 1 96.5 5 120'N,210'W 4.5 89.0 26.4 1 95.6 6 120'N,100'W 4.5 90.0 26.1 1 96.6 7 30'N,200'W 4.0 107.7 13.4 2 96.8 8 30'N, 320'W 4.0 108.2 14.7 2 97.2 9 40'N,510'W 4.5 91.3 24.9 1 98.1 10 40'N,650'W 4.5 90.0 26.0 I 96.6 11 06-28-96 300'N, 80'W 4.5 97.0 18.9 2 87.2a 12 300'N,190'W 4.5 100.9 22.0 2 90.7b 13 300'N,320'W 4.5 99.6 20.6 2 89.5c 14 300'N,480'W 4.5 100.6 21.3 2 90.4d 15 300'N,600'W 4.5 99.4 22.8 2 89.3e 16 360'N, 30'W 4.5 97.6 20.1 2 87.7f 17 360'N, 160'W 4.5 100.2 19.7 2 90.0g 18 06-29-96 300'N, 80'W 4.5 108.4 14.0 2 97.4A 19 300'N,190'W 4.5 107.1 13.4 2 96.2B 20 300'N,320'W 4.5 108.0 15.8 2 97.0C 21 300'N,480'W 4.5 109.4 14.8 2 97.9D 22 300'N,600'W 4.5 108.0 15.0 2 97.0E 23 360'N, 30'W 4.5 108.4 13.4. 2 97.4F 24 360'N, 90'W 4.5 109.6 16.0 2 98.5 2424 ST~TZ D~, · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 , F~.X [214] 350 0019 25 06-29-96 360'N,160'W 4.5 107.4 15.4 2 96.5G 26 360'N,240'W 4.5 109.9 14.3 2 98.7 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. Footnote: (1) Measurements referenced from S.E. building corner. Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (1) Facility Construction REED ENGINEERING GROUP, INC. Management/Mr. Dirk Harrison ~ City of Coppell/Mr. Larry Davis Original Signed By Ronald F. Reed, P.E. RFR/msm