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Minyard-LR 960925 (3) GEOTECF. NICAL AND J~ F~ ~ I I ~ E N ¢IRO..% M E'Y~AL CONSULTANTS CONCRETE CYLINDER TEST REPORT Minyard's Facility Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 51 (REVISED) P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway SAMPLE DATE: 09-25-96 Coppell, Texas 75019 TECHNICIAN: J. Gray & Mr. Marion Pritchett S. Hope CONTRACTOR: Facility Construction Management, Inc. Location of Sample ::.:'.-.'~:S~t:H~. :~:.~ .' ..... [:.E~au~i..i::. i..-i..-:: ..~:.::;.'..:;.:.:::~..::::..::~. ::i. ::.i..::...i...i.i.'.-'~...:~.:.ii.-.i'i.'..'i ..::. ::' '::'::'~'::~ ~-:~' :: ::.i..':: ..::: 'J~ .~a~t~it~:iR~p~esentei]::.i '.':: i:: 1 Paving - 60N,345'E of SW building corner 30/905 yds 2 Paving - 10'N,345'E of SW building corner 60/905 yds 3 Paving - 70'N,325'E of SW building corner 110/905 yds 4 Paving - 75'N,300'E of SW building corner 160/905 yds 5 Paving - 75'N.285'E of SW building corner 210/905 yds 6 Paving - 10'N,275'E of SW building corner 260/905 yds 7 Paving - 70'N.250'E of SW building corner 310/905 yds 8 Paving - 30'N,225'E of SW building corner 356/905 yds 9 Paving - 15'N,200'E of SW building corner 419/905 yds 10 Paving - 75'N, 180'E of SW building corner 455/905 yds 11 Paving - 20'N,160'E of SW building corner 536/905 yds 12 Paving - 50'N, 145'E of SW building corner 572/905 yds 13 Paving - 60'N, 100'E of SW building corner 644/905 yds 14 Paving - 70'N, 85'E of SW building corner 671/905 yds 15 Paving - 10'N, 70'E of SW building corner 734/905 yds 16 Paving - 60'N, 55'E of SW building corner 761/905 yds 17 Paving - 20'N, 45'E of SW building corner 824/905 yds 18 Paving - 80'N, 20'E of SW building corner 878/905 yds Design Information N~m:~t-~:. i~-i::i::':: c~te::'i i:.iii[::i:.i:.i:i:?i:-ili.:i.i:Mi~!:.!~!~hfi~i~::?~.i.~.i ~:! ! ! ::[~ ::: ':' .'~ .-::.-:..:~ifi~tli~g!!i.ip;s;i;:: . ~ ::: .~.~ I TXI 0020 3500 2 TXI 0020 3500 3 TXI 0020 3500 4 TXI 0020 3500 5 T×I 0020 3500 6 TXI 0020 3500 7 TXl 0020 3500 8 T×I 0020 3500 9 TXI 0020 3500 10 TXI 0020 3500 11 TXl 0020 3500 12 TXI 0020 3500 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TE_ [214] 350 5600 · :~.X [214] 350 0019 Design Information 13 TXI 0020 3500 14 TXl 0020 3500 15 TXl 0020 3500 16 TXI 0020 3500 17 TXI 0020 3500 18 TXI 0020 3500 Test Results i~.. s~ ~. '~::I~ .~'! in~ :'.[, .:: .',.~::',.:?',~ ~ ',:.~ .~ ~:.::'.:: ~.:.:, ::?,::~:::',:.:~:.-',::-?:',:. ~-', ~-',: ~:: ',:1',: ~ ',: ~ ',::~:',~'?~:-'?~::::'~:~1::'~:~'~ ~ ~::~'~ ~ ~:: ~:-~~:i~.', :,':~ :', 1 6046 10-02-96 7 101100 3580 6046 10-23-96 28 131200 4640 6046 10-23-96 28 133100 4710 4680 6046 Hold 2 6047 10-02-96 7 98000 3470 6047 10-23-96 28 128200 4540 6047 10-23-96 28 130000 4600 4570 6047 Hold 3 6048 10-02-96 7 98800 3500 6048 10-23-96 28 121900 4310 6048 10-23-96 28 125400 4440 4380 6048 Hold 4 6049 10-02-96 7 101200 3580 6049 10-23-96 28 131300 4650 6049 10-23-96 28 134300 4750 4700 6049 Hold 5 6050 10-02-96 7 102000 3610 6050 10-23-96 28 138500 4900 6050 10-23-96 28 138700 4910 4910 6050 Hold 6 6051 10-02-96 7 107400 3800 6051 10-23-96 28 148200 5250 6051 10-23-96 28 145400 5150 5200 6051 Hold 7 6052 10-02-96 7 96000 3400 6052 10-23-96 28 118300 4190 6052 10-23-96 28 121400 4300 4250 8 6053 10-02-96 7 102900 3640 6053 10-23-96 28 138000 4880 6053 10-23-96 28 139200 4930 4910 6053 Hold Test Results i:: i: Ne~:~ i.:,I ~,:i:~, ? '!~ :::~! i::i:?:~ ::.:l.::i ::::::i::.::i io~i:~iii::iiiii:, i:iili:ii ii:~ i..,::~, ii.-;i.i.i? l:.~.i.~.i.~,.:.i ;.:.: i~!~',:::. ~',-::. ::~,'i.:.',:f~ .~ i.. st~i~ii.~!~ ~!!. :-:::~. I'..:. '..:.......' '~: .'... !P~S;ii.: .... :.... 9 6054 10-02-96 7 97800 3460 6054 10-23-96 28 132700 4700 6054 10-23-96 28 132500 4690 4700 6054 Hold 10 6055 10-02-96 7 93100 3290 6055 10-23-96 28 134000 4740 6055 10-23-96 28 130200 4610 4680 6055 Hold 11 6056 10-02-96 7 91500 3240 6056 10-23-96 28 122000 4320 6056 10-23-96 28 125000 4420 4370 6056 Hold 12 6057 10-02-96 7 88400 3130 6057 10-23-96 28 122300 4330 6057 10-23-96 28 123100 4360 4350 6057 Hold 13 6058 10-02-96 7 87700 3100 6058 10-23-96 28 119400 4230 6058 10-23-96 28 124200 4400 4320 6058 Hold 14 6059 10-02-96 7 90400 3200 6059 10-23-96 28 115000 4070 6059 10-23-96 28 119800 4240 4160 6059 Hold 15 6060 10-02-96 7 88100 3120 6060 10-23-96 28 123400 4370 6060 10-23-96 28 119700 4240 4310 6060 Hold 16 6061 10-02-96 7 85500 3030 6061 10-23-96 28 119700 4240 6061 10-23-96 28 117900 4170 4210 6061 Hold 17 6062 10-02-96 7 83500 2950 6062 10-23-96 28 116900 4140 6062 10-23-96 28 120800 4280 4210 6062 Hold 18 6063 10-02-96 7 92600 3280 6063 10-23-96 28 134100 4750 6063 10-23-96 28 130400 4620 4690 6063 Hold Cylinder Data ::~i~, '.:~,i-?.:::::~ !:~i~.-:: ',! :-.::-ii~.:.:: i.~.~ ? .: ~-:.:: .~.i'::l.i.~.:::: i:.'~i~: ~.~:.i~i.~..l?'.~. ~!~:~!~: ~i~i~j~ i~,?:~i?.::~::iiiii~it~ ,~?~'~i~'~ :l~,::~,i~:~,~,i~ ~i~'?~::,-~, ~,~ i~ ~,~ i?~:~. ~::~ ~. ,,:::~,? ? 1 6046 4.50 71 85 N/A 03:18 AM 670686 2 6047 4.25 71 84 N/A 03:38 AM 670695 3 6048 4.00 71 84 N/A 04:33 AM 670721 4 6049 4.25 72 84 N/A 05:00 AM 670747 5 6050 4.00 72 84 N/A 05:52 AM 670769 6 6051 4.00 73 84 N/A 05:57 AM 670807 7 6052 4.00 73 84 N/A 07:03 AM 670842 8 6053 4.00 73 84 N~A 07:28 AM 670895 9 6054 4.00 74 85 N/A 08:04 AM 670950 10 6055 4.00 74 85 N/A 08:34 AM 670980 11 6056 4.00 74 85 N/A 09:14 AM 671051 12 6057 4.00 74 86 N/A 09:31 AM 671131 13 6058 4.00 75 86 N/A 10:12 AM 671205 14 6059 4.00 75 86 N/A 10:50 AM 671253 15 6060 4.00 75 89 N/A 11:23 AM 671309 16 6061 4.00 76 87 N/A 11:38 AM 671373 17 6062 4.00 76 87 N/A 12:18 AM 671418 18 6063 4.25 77 86 N/A 11:58 AM 671481 Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (1) Facility Construction Management/ REED ENGINEERING GROUP, INC. i Mr. Dirk Harrison (1) City of Coppell/Mr. Larry Davis Original Signed By (1) City of Coppell/Mr. Lee Stone (1) Facility Construction ManagementJ Keith E. ^tkins Mr. Bill Moultrie KENcdl (1) Facility Engineering, Inc./ Ms. Terry Fernandez (1) Dalcan, Inc./Mr. Jim Renaud