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Minyard-LR 960905 GEOTECHN'CAL ANg G F:~ r~ I I F~ ENVIROn, MEnTAL CO",IS:.J LTANTS CONCRETE CYLINDER TEST REPORT Minyard's Facility Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 20 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway SAMPLE DATE: 09-05-96 Coppell, Texas 75019 TECHNICIAN: S. Hope Mr. Marion Pritchett B. Steadman CONTRACTOR: Facility Construction Management, Inc. Location of Sample .'.~!:~.~:::~i:-?i:'::'.'::.:$~i,:.~:~iti~i~:::~::.::i~::i~:i::: :::i~.::~ii:~::':J~. '~i~i-.T.: i.~ i.::i:.ii.~ i:.::'i ..:: i~: .::'i~.'.ili.. ii.'.'.i.'..i.i.'ii.'.i-i.'.i i.'.i-i, ii. ~:i i. ~i ~. ~i ~:.'~:i ::.'~.?. ::! ::.' i'..' i'..'.i'..:.i~:.~.i ..~.i !.::::.':?=i==.'~=I.~===~ ~ ~i~==. ~Se~te~L .i..!.i. =. 1 Floor slab - 110'N, 90'W of NE corner of existing 20/540yds building 2 Floor slab - 80'N, 100'W of NE corner of existing 70/540 yds building 3 Floor slab - 60'N. 130'W of NE corner of existing 130/540 yds building 4 Floor slab - 45'N, 150'W of NE corner of existing 170/540 yds building 5 Floor slab - 50'N, 170'W of NE corner of existing 210/540 yds building 6 Floor slab - 70'N, 200'W of NE corner of existing 280~540 yds building 7 Floor slab - 60'N, 215'W of NE corner of existing 330/540 yds building 8 Floor slab - 100'N, 230'W of NE corner of existing 370/540 yds building 9 Floor slab - 50'N, 255'W of NE corner of existing 410/540 yds building 10 Floor slab - 50'N, 290'W of NE corner of existing 490~540 yds building 11 Floor slab - 100'N, 300'W of NE corner of existing 520/540 yds building Design Information :!: :!I,! :!. 1 TXI 0020 3500 2 TXI 0020 3500 3 TXl 0020 3500 4 TXI 0020 3500 5 TXI 0020 3500 6 TXI 0020 3500 7 TXI 0020 3500 8 TXI 0020 3500 9 TXI 0020 3500 10 TXI 0020 3500 11 TXI 0020 3500 2424 STUTZ DR.. SUITE 400. DALLAS. TX 75235 · 'rE~[214] 350 5600 · FAX[214] 350 0019 Test Results .i.: :'i.:.S~::~ ::-1::: ~i~' 'I'~ ::~ '~? © :::-::: ~ -::- ~:--: ::'-- ::~- ::~ -:::--i~ ..i...i....iI :i'. ':i:. :~. ~ :!i :.'.!' i::I i:'i~!::i::~a~' ~':I ~:. '::'. '.~P~.i~ ~ 3523 0~-12-96 7 102600 3630 3523 10-03-96 28 3523 10-03-96 28 3523 Hold 2 3524 09-12-96 7 109700 3880 3524 10-03-96 28 3524 10-03-96 28 3524 Hold 3 3525 09-12-96 7 102400 3620 3525 10-03-96 28 3525 10-03-96 28 3525 Hold 4 3526 09-12-96 7 114300 4040 3526 10-03-96 28 3526 10-03-96 28 3526 Hold 5 3627 09-12-96 7 107000 3790 3627 10-03-96 28 3627 ~ 0-03-96 28 3627 Hold 6 3528 09-12-96 7 106300 3760 3528 10-03-96 28 3528 10-03-96 28 3528 Hold 7 3529 09-12-96 7 116100 4110 3529 10-03-96 28 3529 10-03-96 28 3529 Hold 8 3530 09-12-96 7 106000 3750 3530 10-03-96 28 3530 10-03-96 28 3530 Hold 9 3531 09-12-96 7 109800 3890 3531 10-03-96 28 3531 10-03-96 28 3531 Hold 10 3532 09-12-96 7 104500 3700 3532 10-03-96 28 3532 10-03-96 28 3532 Hold 11 3533 09-12-96 7 105300 3730 3533 10-03-96 28 3533 10-03-96 28 3533 Hold Cylinder Data il i i::'!fi~iii: !:'.i'}!::i::i i:i!!i!:ii::-::::i:!!ii~ ii'i!ii?: !. ::i:!ili':'ili!i'::gi~i'i': i;.ii l'ii?~i~i'~iiiiili:i:! !.i~iiiil;i.-i:!!i;i:igD:. :..~i~iii:]:;i i::.i-ii':i:~!~i~,i:!i.~:i';i::l':ii?:i-i~.~$~}i? :: :~:i 1 3523 4.00 74 87 N/A 03:05 AM 656519 2 3524 4.00 74 86 N/A 03:54 AM 656535 3 3525 4.50 75 87 N/A 04:40 AM 656568 4 3526 4.75 75 87 N/A 05:10 AM 656581 5 3627 4.25 74 87 N/A 5:50 AM 656597 6 3528 4.50 74 86 N/A 06:20 AM 656641 7 3529 4.00 73 86 N/A 06:45 AM 656665 8 3530 4.00 73 86 N/A 07:15 AM 656724 9 3531 4.00 74 86 N/A 07:35 AM 656757 10 3532 4.25 76 87 N/A 08:45 AM 656840 11 3533 4.50 78 87 N/A 09:20 AM 656875 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 Keith E. Atkins KENcdl