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Minyard-LR 960906 GEOTECH",IICAL A%D [~ F~l I~1 I I p E~IVIRONMENTA. CO%SU~ANTS CONCRETE CYLINDER TEST REPORT Minyard's Facility Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 21 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway SAMPLE DATE: 09-06-96 Coppell, Texas 75019 TECHNICIAN: S. Hope Mr. Marion Pritchett B. Steadman CONTRACTOR: Facility Construction Management, Inc. Location of Sample 1 Floor slab - 300'N, 85'W of NE corner of existing 10/550 yds building 2 Floor slab - 220'N, 110'W of NE corner of existing 70/550 yds building 3 Floor slab - 220'N, 120'W of NE corner of existing 130/550 yds building 4 Floor slab - 300'N, 150'W of NE corner of existing 170/550 yds building 5 Floor slab - 280'N, 180'W of NE corner of existing 210/550 yds building 6 Floor slab - 220['N, 180'W of NE corner of existing 280/550 yds building 7 Floor slab - 200'N, 200'W of NE corner of existing 310/550 yds building 8 Floor slab - 230'N, 245'W of NE corner of existing 390/550 yds building 9 Floor slab - 220'N< 280'w of NE corner of existing 430/550 yds building 10 Floor slab - 250'N, 295'W of NE corner of existing 480/550 yds building 11 Floor slab - 300'N, 305'W of NE corner of existing 520/550 yds building Design Information 1 T,V,I 0020 3500 2 TXl 0020 3500 $ TXl 0020 3500 4 TXI 0020 $500 5 TXI 0020 3500 6 TXI 0020 3500 7 TXI 0020 3500 8 TXI 0020 3500 9 TXI 0020 3500 10 TXl 0020 3500 11 TXl 0020 3500 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 Test Results 1 3553 09-13-96 7 109500 3870 3553 10-04-96 28 139300 4930 3553 10-04-96 28 127600 4520 4730 3553 Hold 2 3554 09-13-96 7 116700 4130 3554 10-04-96 28 142500 5040 3554 10-04-96 28 144700 5120 5080 3554 Hold 3 3555 09-13-96 7 110200 3900 3555 10-04-96 28 138200 4890 3555 10-04-96 28 142900 5060 4780 3525 Hold 4 3556 09-13-96 7 106500 3770 3556 10-04-96 28 138600 4910 3556 10-04-96 28 144800 5120 5020 3556 Hold 5 3557 09-13-96 7 110300 3900 3557 10-04-96 28 145400 5150 3557 10-04-96 28 137200 4860 5010 3557 Hold 6 3558 09-13-96 7 117700 4170 3558 10-04-96 28 155500 5500 3558 10-04-96 28 143600 5080 5290 3558 Hold 7 3559 09-13-96 7 123900 4380 3559 10-04-96 28 156400 5540 3559 10-04-96 28 151300 5350 5450 3559 Hold 8 3560 09-13-96 7 111000 3930 3560 10-04-96 28 148200 5250 3560 10-04-96 28 145100 5140 5200 3560 Hold 9 3561 09-13-96 7 111800 3960 3561 10-04-96 28 156400 5540 3561 10-04-96 28 144800 5120 5330 3561 Hold 10 3562 09-13-96 7 115500 4090 3562 10-04-96 28 142400 5040 3562 10-04-96 28 139100 4920 4980 3562 Hold 11 3563 09-12-96 7 106500 3770 3563 10-03-96 28 140400 4970 3563 10-03-96 28 135400 4790 4880 3563 Hold Cylinder Data 1 3553 4.75 72 87 N/A 03:12 AM 657753 2 3554 4.25 72 86 N/A 03:57 AM 657772 3 3555 5.00 73 86 N/A 04:31 AM 657804 4 3556 4.00 73 87 N/A 05:12 AM 657814 5 3557 4.25 73 87 N/A 05:40 AM 657853 6 3558 4.00 73 88 N/A 06:38 AM 657902 7 3559 4.50 72 88 N/A 06:55 AM 657919 8 3560 4.50 74 87 N/A 08:05 AM 658031 9 3561 4.00 76 88 N/A 08:41 AM 658107 10 3562 5.00 80 87 N/A 09:43 AM 658178 11 3563 4.50 80 90 1.0 10:18 AM 658277 Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (1) Facility Construction Management/ REED ENGINEERING GROUP, INC. J__ M_r~..Dirk Harrison (U,)4gity of Coppell/Mr. Larry Davis Original Signed By Keith E. ^tkins KENcdl