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Minyard-LR 960923 (4) GEOTECHNICAL .-*,.'~ID ~ ~ I"1 I I ~ CONCRETE CYLINDER TEST REPORT Minyard's Facility Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 42 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway SAMPLE DATE: 09-23-96 Coppell, Texas 75019 TECHNICIAN: J. Gray Mr. Marion Pritchett S. Hope CONTRACTOR: Facility Construction Management, Inc. of Sample 1 Floor slab - 65'S, 350'E of NW corner of building 40/720 yds addition 2 Floor slab - 80'S, 315'E of NW corner of building 80/720 yds addition 3 Floor slab - 30'S, 30'E of NW corner of building 120/720 yds addition 4 Floor slab - 50'S, 275'E of NW corner of building 160/720 yds addtion 5 Floor slab - 15'S, 250'E of NW corner of building 210/720 yds addtion 6 Floor slab - 30'S, 225'W of NW corner of building 260/720 yds addtion 7 Floor slab - 75'S, 200'E of NW corner of building 320/720 yds addtion 8 Floor slab - 25'S, 200'E of NW corner of building 360/720 yds corner 9 Floor slab - 50'S, 150'E of NW corner of building 420~720 yds addtion 10 Floor slab - 25'S, 120'E of NW corner of building 480/720 yds addtion 11 Floor slab - 70'S, 85'E of NW corner of building 530/720 yds addtion 12 Floor slab - 70'S, 70'E of NW corner of building 570~720 yds addtion 13 Floor slab - 10'S, 50'E of NW corner of building 610/720yds addtion 14 Floor slab - 40'S, 30'E of NW corner of building 660/720 yds addtion 15 Floor slab - 20'S, 10'E of NW corner of building 710/720 yds addtion 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · "AX [214] 350 0019 Design Information 1 TXI 0020 3000 2 TXl 0020 3000 3 TXI 0020 3000 4 TXI 0020 3000 5 TXl 0020 3000 6 TXI 0020 3000 7 TXl 0020 3000 8 TXI 0020 3000 9 TXI 0020 3000 10 TXI 0020 3000 11 TXI 0020 3000 12 TXI 0020 3000 13 TXI 0020 3000 14 TXI 0020 3000 15 TXI 0020 3000 Test Results ',::. i.'; iset- '~';t :~!!~!~?~:[:~,',':::.', :: ! ','ii ::', ',i. ',::.?,'::i: ,~i i:.~ i::! i~ ::::.::: ?,:.i'.','.'~'.',: !-:i I',--i: ',: i: ,:,~.e ::@:.'~ :~::~: ,~;~,I! ~,: ~!i;',~i"~I '?: ';: ~~i~'. '~'~.'~ ~1;'~- ::::::::::::::::::::::::::: :! ?;...::.;~D:..'.ii..?:::.i;;::l:i .::.; ;...i ~t~:;~t~;.:: ::.i :: I :: i ~: i..' ?..'?~t::i ::~: :::: ::::'::?::?I' ?::?::; ?:ii:!i~!.!..!.:..!.:.'i.:.I'. i.. ~..:~j~.'...::. [.'.::..::.'....::.:....::... 1 6031 09-30-96 7 92300 3270 6031 10-21-96 28 126400 4470 6031 10-21-96 28 133300 4720 4600 6031 Hold 2 6032 09-30-96 7 97800 3460 6032 10-21-96 28 136900 4850 6032 10-21-96 28 135600 4800 4830 6032 Hold 3 6033 09-30-96 7 88600 3140 6033 10-21-96 28 127600 4520 6033 10-21-96 28 127200 4500 4510 6033 Hold 4 6034 09-30-96 7 98900 3500 6034 10-21-96 28 127800 4520 6034 10-21-96 28 123300 4360 4440 6034 Hold 5 6035 09-30-96 7 86200 3050 6035 10-21-96 28 123500 4370 6035 10-21-96 28 119600 4230 4300 6035 Hold 6 6036 09-30-96 7 93200 3300 6036 10-21-96 28 128100 4530 6036 10-21-96 28 134000 4740 4640 6036 Hold 7 6037 09-30-96 7 101300 3580 6037 10-21-96 28 138900 4920 6037 10-21-96 28 133000 4710 4820 6037 Hold 8 6038 09-30-96 7 112700 3990 6038 10-21-96 28 136400 4830 6038 10-21-96 28 149100 5280 5060 6038 Hold 9 6039 09-30-96 7 90600 3210 6039 10-21-96 28 135600 4800 6039 10-21-96 28 131200 4640 4720 6039 Hold 10 6040 09-30-96 7 87600 3100 6040 10-21-96 28 129900 4600 6040 10-21-96 28 123700 4380 4490 6040 Hold 11 6041 09-30-96 7 89900 3180 6041 10-21-96 28 115500 4090 6041 10-21-96 28 124300 4400 4250 6041 Hold 12 6042 09-30-96 7 96100 3400 6042 10-21-96 28 132900 4700 6042 10-21-96 28 127100 4500 4600 6042 Hold 13 6043 09-30-96 7 89800 3180 6043 10-21-96 28 131200 4640 6043 10-21-96 28 138700 4910 4780 6043 Hold 14 6044 09-30-96 7 93300 3300 6044 10-21-96 28 128200 4540 6044 10-21-96 28 132100 4680 4610 6044 Hold 15 6045 09-30-96 7 89500 3170 6045 10-21-96 28 126400 4470 6045 10-21-96 28 120000 4250 4360 6045 Hold Cylinder Data 1 6031 4.00 71 84 N/A 02:58 AM 668407 2 6032 4.00 74 85 N/A 03:58 AM 668411 3 6033 4.00 74 84 N/A 04:22 AM 668420 4 6034 4.00 73 84 N/A 05:02 AM 668431 5 6035 4.25 74 84 N/A 05:47 AM 668463 6 6036 4.00 73 85 N/A 06:32 AM 668492 7 6037 4.00 72 84 N/A 07:23 AM 668561 8 6038 4.00 74 84 N/A 08:03 AM 668638 9 6039 4.25 75 84 N/A 08:57 AM 668727 10 6040 4.00 75 85 N/A 09:40 AM 668806 11 6041 4.00 75 86 N/A 10:27 AM 668882 12 6042 4.00 75 86 N/A 11:03 AM 668922 13 6043 4.25 76 87 N/A 11:23 ,'NM 668891 14 6044 4.25 76 87 N/A 12:00 PM 669048 15 6045 4.00 79 87 N/A 12:38 PM Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (1) F/a~11ity Construction Management/ REED ENGINEERING GROUP, INC. _ /Mr. Dirk Harrison (~ 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