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Minyard-LR 961210 (2)I~,.~. ~,,~{,,~+i~ M~eri~l~ Te~tina Tn~ Larnl_l')avJs Date: 1/6/97 Time; 23:58:17 '- Page 2 of 6 CONCRETE CYLINDER TEST REPORT Minyard's Facility Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 86 P.O. Box 516 REG PROJECT NO. 2891.1 777 Freeport Parkway SAMPLE DATE: 12-10-96 Coppell, Texas 75019 TECHNICIAN: S. Hope Mr. Marion Pritchett CONTRACTOR: Facility Construction Management, Inc. Location of Sample Set Number I Location -F~uantity Represented ! Pawn~ - 151'4, 325'W of NE corner of ex,sbng 40/600 y'cis bui!ding 2 Paving - 20'N. 280'W of NE corner of existing 70/600 yds bufichng 3 Paving - 25:N. 233'W of NE corner of ex~sbng bu¢,ding 4 Paving - 20'N 200'W of NE corner of existing 17-0/600 yds bui[d~ng e~,..-,¢n~: 240/600 yds 5 Paving - I,3 [4. 150'W of NE corner cf .... buiiding 6 Pawng - I,"".'1,.,.. , .2'~-'.~,lUg ~'¥ Of i%':t--...- ror'lr'"'~ ,,,_. o~ e.-; s[ir~..3 ')83."603 ,/ds,... , . bui.d,~.g 7 Paving '..':'"-'~ .,. 30W of NE correr .";¢_, e×~s;~nc.-~ 320/(,00 yds building 6 Pavina '~-" 375'W of NE corner cf existina 360/600 yds i..Ul,~.n~ ~ _ . e,,s.h :.~ 4!0/600 ~.'ds ~'. Pawr-9 ~O N 425'W of NE corr:er of .-' t',-,~ .. L~ucd.ng i 10 i-~avinc~ - 15 .,' 500'W cf NE corner of ex,st~ng .-,.Su,:)0; yds ~ bul!ding ~ 11 Paving - 10N 550'W of NE corner cf ex~sting 5!0/600 ./ds : !2 Paving - '~ ..... 600W of NE corner n~ exist,..ng 560i600 ids , buiici;ng Design Information ---m i Source of i Specified Strength p.s.i. I Set Number j __Concrete Mix Identification ___t. ~ .... ~ 'FX~ 8284 4030 ') TV. 81)84 40'30 , 3 -7X~ 8284 4000 4 T'X! 8284 _ 'a00O I Source of Set Number Concrete Mix Iderttification Specified Strength_p.s.i. 5 TXI 8284 4000 6 TXI 8284 4000 7 TXi 8284 4000 8 TXi 8284 ~.0,., 9 TX! 8284 4000 !0 TX! 8284 40.'00 11 TXi 8284 4000 12 TXI 8284 4000 Test Results No. ID Date Tested Test lbs. I Strength p.s.i, p.s.i. ~ ~c30 1 8320 12-!7-96 / 8280'9. -' ~-:. , 8320 0! -C7-97 28 8320 01-37-9.7 28 8320 "'~ 2 8321 ! 2-17-96 7 85000 3010 8321 01-07-97 28 8321 0':. -07-97 28 8321 Hold 3 8322 q 2-! 7-96 7 94500 3340 8322 0! -07-97 28 8322 01-07-97 28 8322 Hcid 4 8'323 12-I 7-96 7 8830,3 3! 20 8323 0! -07-97 28 8323 31-0~-97 28 8323 Holc · ¢, 8324 --', --' fa-- . ~ , z- ',/-~o 7 '~ no6'-~n 3630 8324 0 ! -07-97 28 8324 0! -07-97 28 8324 Hold 6 8325 12-~ 7-96 7 80500 2850 8325 31-07-97 28 8325 01-07-97 28 7 8326 '~ 2--'17,'-96, 7 92900 3290 8326 01-07-97 28 83'26 0! -0'7-97 28 , 8326 Fio;d I 8 8327 .,..~. --, 4, 7_c,R ~¢ v ,...,~ ~uu c. o ~ r'.,¢. 3270 8327 ..,, n? 07 28 ~ 8327 01-07-97 28 8327 Hold ~¥~,.! C~f~uefi~fl M~t~ri~l§ T~§tino T~; L~rr~_0nvig Ogt~'. 117197 Time.' 00;0t.'22 Page 4 of 8 No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.' 9 8328 ! 2-I 7-96 7 82800 2930 8328 01-07-97 28 8328 01-07-97 28 8328 Hold 10 8329 12-17-96 7 82100 2910 8329 01-07-97 28 8329 01-07-97 28 8329 Hold ! ! 8330 12-17-96 7 98500 3490 01-07-97 28 31-07-97 28 Hold 12 8331 ! 2-! 7-96 7 83000 2940 833! 01-07-97 28 8331 01-07-97 28 8331 Ho;d , Cylinder Data No. , ID Slump I Air Temp. Temp. Entrainment Sample Number ~ 8320 4 00 51 7r~.., ',;:'.,,~, 04'25 AM 7~.. 659'~ 2 832! 4.53 52 7C ;'.~'A 04 50 AM 716599 3 8322 5.00 ~ .,. / ~ N/A 05.20 AM 716.619 .4 a37~ '" ~ 52 71 ~ ," ........ ~ .,. ~. 06 :r)0 AM 7'I 6029 5 8324 4.50 55 71 h;/A 06:35 AM '7'! 6665 ' -~ , , }083 6 8325 4. ,"o 56 7~ i',;/A 07:00 AM '?~ 7 8326 4 25 56 7! N."A -".3,7:30 AM 7!672! ,~8 .~(, AM 7~ 6766 8 8327 4 59 56 72 ."-,!/A ~" '~'" . 9 8328 4 50 57 72 .... ,~..,-, 09:30 AM 716815 10 8329 5.00 65 75 N/A 11:39 AM 716916 11 83'30 4.09 70 74 .,'.¥A 01 10 PM 717178 '! 2 8~3-i 4 75 ?4 T4 I'.J.,A 0i .4§ ~'M 71726 i 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 (1) City of Coppell/Mr. Lee Stone (1) Facility Construction Management,' Keith E. Atkins Mr. Bill Moultrie KEA,/cdl (1) Facility Engineering, Inc./ Ms. Terry Fernandez (1) Dalcan, Inc./Mr. Jim Renaud