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Minyard-LR 961122 (3)~;r~m: Corl;truc[ion Mgl[erJ~J3 T~5[i/]i; To; Larry D.~yis Date: 12/18/96 Time: 00:16:50 _ Page 2 of 9 CONCRETE CYLINDER TEST REPORT Minyard's Facility Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 81 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway SAMPLE DATE: 11-22-96 Coppell, Texas 75019 TECHNICIAN: J. Gray Mr. Marion Pritchett, CONTRACTOR: Facility Construction Management, Inc. Location of Sample Set Number -i Location I Quantity Represented ! Paving - 230'S, 25'E of NE building corner 20/490 yds 2 Paving - 235% 80'E cf NE bu=,lding corner 60/490 yds 3 Paving - 220'S, 75 E of NE bui~ding corner 110/490 yds 4 Paving - 170'S, 70'E of NE building corner 150/490 yds 5 Paving - !20'S. 75'E of NE building corner 200/490 yds 6 Pawng - 80'S. 70'E of NE building corner 260/490 yds 7 Pawng - 90 S, 20'E of NE budding corner 300/490 yds 8 Pawng - 50 S. 70'E of NE building corner 360/490 yds 9 Faring - 30'S 75'E of NE building corner 410/490 yds i0 Paving - 1 $'S. 50'E of NE building corner 460/490 ),ds Design Information Set Number Concrete Mix Identification I Specified Strength p.s.i. ~' TX! 8284 4000 2 TXI 8284 4000 3 TXI 8284 4000 4 TX~ 8284 ,".'OO0 5 TX, 8284 ~'~300 6 TXI 8284 4300 7 TXI 8284 4C00 8 TXI 8284 4330 9 TX~ 8284 4000 i O TX~ 6284 4000 Test Results Set ICylinderj .Age~ ITotalLoadl Compressive J Average Strength No. ID Date Tested Test lbs. Strength p.s.i, p.s.i.' 1 8100 11-29-96 7 93600 3310 8100 12-20-96 28 8!00 12-20-96 28 8100 Hold From; ~;~n~tru~ti~n Materials Tcsl'Jng To: Larry D_..Qvis Date: 12/18/98 Time: 00:18:23 ._ PAge · ID Date Tested Test -- lbs. Strength p.s~i, p.s.I. ~ 8101 1 ! -29-96 7 92400 3260 8101 ! 2-20-96 28 8101 12-20-96 28 8101 Hold 3 8102 11-29-96 7 93800 3320 8102 12-20-96 28 8102 12-20-96 28 8102 Hold ,4 8103 1 ! -29-96 7 92700 3280 8103 12-20-96 28 8103 12-20-96 28 8103 Mold 5 8104 11-29-96 7 90400 3200 8104 12-20-96 28 8104 12-20-96 28 8104 Hold 6 8! 05 11-29-96 7 89200 3160 8105 12-20-96 28 8105 12-20-96 28 8105 Hold 7 8106 11-29-96 7 96200 3400 8106 12-20-96 28 8106 12-20-96 28 8106 Hold 8 8107 11-29-96 7 98800 3500 8107 ! 2-20-96 28 8-107 12-20-96 28 8107 Hold 9 8108 1 ! -29-96 7 87500 3! 00 8108 12-20-96 28 8108 12-20-96 28 8108 Hold 10 8109 11-29-96 7 97300 3440 8109 12-20-96 28 8! 09 12-20-96 28 8109 Hold From: C. onetruction Materiale Teetin{3 To' Lam/D~.._avie Date'. ~2/t8fg6 Time: 0o:lg:3t ._ Page 4 of 9 Cylinder Data Set I Cylinder I I I ConcreteI Air I Timeof I . Ticket No. ID Slump Air Temp. Temp. Entrainment Sample Number 1 8100 5 00 50 70 4.8 07:36 AM 709566 2 810! 4.50 50 70 5. ~ 08:03 AM 709620 3 8102 4.50 50 70 4.7 08:42 AM 709682 4 8103 5 00 50 70 5.0 09.12 AM 709738 5 8104 5.00 51 70 4.8 09:45 AM 709773 6 8105 5 00 56 70 4.7 10:32 AM 709839 7 8106 5.00 58 7,3 5 1 i '!. :02 AM 709882 8 8107 4.50 59 71 5.1 11:57 AM 709981 9 8108 5.00 60 71 5.3 12:30 PM 710038 10 8109 5 00 60 7! 5.0 01:10 PM 710089 Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (1) Facility Construction Management/ REED ENGINEERING GROUP, INC. Mr. Dirk Harrison (1) City of Coppel!/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Facility Construction Management/ Keith E. Atkins Mr. Bill Moultrie KE/¥cdl (1) Facility Engineering, Inc./ Ms. Terry Fernandez (1) Dalcan, Inc./Mr. Jim Renaud