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Minyard-LR 960925 GEOTEC'-IN~CAL AND ~ ~:~ I--1 I I F~ ENVIRONMENTA_ CONS,JL-ANTS CONCRETE CYLINDER TEST REPORT Minyard's Facility Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 51 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 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 1 TXl 0020 3000 2 TXl 0020 3000 3 TXl 0020 3000 4 TXl 0020 3000 5 TXl 0020 3000 6 TXl 0020 3000 7 TXl 0020 3000 8 TXl 0020 3000 9 TXl 0020 3000 10 TXl 0020 3000 11 TXl 0020 3000 12 TXl 0020 3000 2~24 STUTZ DR. · SUITE ~00 · DALLAS. TX 75:)35 · TEL [~14] IS0 S600 · FAX [214] 3SO 0019 Design Information .. ::'set::.!~m b~i~ ¥1:.::.:.:'i ~?Con~te'.-.~..:.:: i[:: :. ::: :. :i -..:i::.:-i.:.~:i.~i.~!~itfi~i~!ti~n ::'.. i :.:'..' .' ~I ~': ~':~ ::~ L: 13 TXI 0020 3000 14 TXI 0020 3000 15 TXI 0020 3000 . 16 TXI 0020 3000 17 TXI 0020 3000 18 TXI 0020 3000 Test Results -~Set ~ .~ :::.~ ~.~y~! ifi~!el~ ~i.i[~-~i :i~ .~ ::: ~i?~:?~: i: ~.i .: ~-:: .~ .~ ::: ::: .i .:: :i .::..i i i i.i :.il?i 'i :~ :i ~§~i~ i~ i: Ii: ~at~ .Loadi !'t:-:: !' ::' ¢°mP~e~i~i:.i :-i.ii?~ :.~v~g~ ::~St~efigth~i .~ ~: NO?~.i ': l:.:.i:.',.~:','! ~::i:'?: '.~I ~ ~i.'~:.i~ ~ ~/~: i' !: i",":f,: i' i' ? ~?~ i??li~:'i: i~::i:'.i ii.::i.i ~i.i :i' ::' :'~: :',' t:::.:.: i:-S~::: ~ii~. :: t.', ?,:-:;:~ ~-~,:~:-?~ :;~.~i; ~:; :~: 1 6046 10-02-96 7 101100 3580 3540 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::: ~!~!!i~::!~!i~;:~f?~~:;~i~i:~i:~?~;i~;~:7~ :.: ~.:: ~.~::r: ~.~ .:. i.::.i~i.....-........ :.t-..::.::.::~~ ~i?.~. .'.1...?~.::.' ':...:...~.-~¢~.::~i...?..:.'. :':~ 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 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. -, M~Dirk Harrison (ll,)"City of Coppell/Mr. Larry Davis Original Signed By (1) City of Coppell/Mr. Lee Stone (1) Facility Construction Management/ Keith E. Atkins Mr. Bill Moultrie KENcdl (1) Facility Engineering, Inc./ Ms. Terry Fernandez (1) Dalcan, Inc./Mr. Jim Renaud