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Minyard-LR 960930 (3) GEOTECHNICAL AND I~ F~ r-I I I ~ EN v I RO'q 1'4 E",ITA L CONSL,:TANTS CONCRETE CYLINDER TEST REPORT Minyard's Facility Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 53 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway SAMPLE DATE: 09-30-96 Coppell, Texas 75019 TECHNICIAN: B. Steadman Mr. Marion Pritchett CONTRACTOR: Facility Construction Management, Inc. of Sample .S~t ::N:.~'r~ :..?~.!.~.!~.i[~ iL~r~i~ i?~.i~i~:i::~::i::~i:?~ i~:.i ~ :: ~ :: ~ i ~.:: i :: ~ :: :: ::::. ::! :.'- . :.i ??~'i:?~-i~ !: ~: i:.~li.::~u~ti~ Rei}te~en~d ~ :. :~ :: :: :: 1 Floor slab - 105'N, 290'W of NE corner of existing 36/711 yds building 2 Floor slab - 135'N, 320'W of NE corner of existing 81/711 yds building 3 Floor slab - 150'N, 345'W of NE corner of existing 144/711 yds building 4 Floor slab - 110'N, 360'W of NE corner of existing 171/711 yds building 5 Floor slab - 105'N, 375'W of NE corner of existing 216/711 yds building 6 Floor slab - 125'N, 410'W of NE corner of existing 270/711 yds building 7 Floor slab - 135'N, 42§'W of NE corner of existing $24/711 yds building 8 Floor slab - 105'N, 460'W of NE corner of existing 360/711 yds building 9 Floor slab - 120'N, 485'W of NE corner of existing 423/711 yds building 10 Floor slab - 100'N, 505'W of NE corner of existing 486/711 yds building 11 Floor slab - 130'N. 550'W of NE corner of existing 549/711 yds building 12 Floor slab - 120'N, 580'W of NE corner of existing 594/711 yds building 13 Floor slab - 100'N, 620'W of NE corner of existing 621/711 yds building 14 Floor slab - 125'N, 650'W of NE corner of existing 675/711 yds building 15 Grade beam - grid line U.1-0.9 to U.2-0.9 14.5/14.5 yds I 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 ' FAX [214] 350 0019 Design Information 1 TXI 0020 3500 2 TXI 0020 3500 3 TXI 0020 3500 4 T×I 0020 3500 5 TXI 0020 3500 6 TXI 0020 3500 7 TXI 0020 3500 8 TXI 0020 3500 9 TXI 0020 3500 10 TXI 0020 3500 11 TXI 0020 3500 12 TXI 0020 3500 13 TXi 0020 3500 14 T×I 0020 3500 15 TXI 8209 4000 Test Results :iset I iCy!i.'der'i:li-i::~!~:::.~:::.i::i:ii:. .......... "1' '" Age'~ .... :"I:"T~f~i!:il~6ii~t'-:i'I":i: C~tessi~:'i~'?~:t ~iiiNb, ' : . :~ .iD.: i'..:!. '[i '.'...D~te :Te~!~e~..:i:.:~..:l:.:i:.:i:..:i.:. ~eSt.:i..:i. i. I..~ ..::. ::. ~l.bS::.: :-':: 1 7085 10-07-96 7 98300 3480 7085 10-28-96 28 129500 4580 7085 10-28-96 28 132000 4670 4630 7085 Hold 2 7086 10-07-96 7 98900 3500 7086 10-28-96 28 138400 4900 7086 10-28-96 28 138000 4880 4890 7086 Hold 3 7087 10-07-96 7 96400 3410 7087 10-28-96 28 138100 4890 7087 10-28-96 28 139500 4940 4920 7087 Hold 4 7088 10-07-96 7 103500 3660 7088 10-28-96 28 144400 5110 7088 10-28-96 28 137200 4860 4990 7088 Hold 5 7089 10-07-96 7 95300 3370 7089 10-28-96 28 141800 5020 7089 10-28-96 28 139900 4950 4990 7089 Hold 6 7090 10-07-96 7 97200 3440 7090 10-28-96 28 135700 4800 7090 10-28-96 28 135300 4790 4800 7090 Hold 7 7091 10-07-96 7 103700 3670 7091 10-28-96 28 134200 4750 7091 10-28-96 28 138000 4880 4820 7091 Hold 8 7092 10-07-96 7 97000 3430 7092 10-28-96 28 134900 4770 7092 10-28-96 28 134100 4750 4760 7092 Hold 9 7093 10-07-96 7 88100 3120 7093 10-28-96 28 125900 4460 7093 10-28-96 28 128400 4540 4500 7093 Hold 10 7094 10-07-96 7 104000 3680 7094 10-28-96 28 128500 4550 7094 10-28-96 28 147000 5200 4880 7094 Hold 11 7095 10-07-96 7 90800 3210 7095 10-28-96 28 131300 4650 7095 10-28-96 28 131100 4640 4650 7095 Hold 12 7096 10-07-96 7 96700 3420 7096 10-28-96 28 151000 5340 7096 10-28-96 28 155100 5490 5420 7096 Hold 13 7097 10-07-96 7 92200 3260 7097 10-28-96 28 135300 4790 7097 10-28-96 28 143800 5090 4940 7097 Hold 14 7098 10-07-96 7 103100 3650 7098 10-28-96 28 137200 4860 7098 10-28-96 28 135400 4790 4830 7098 Hold 15 7099 10-03-96 3 120600 4270 7099 10-07-96 7 151100 5350 7099 10-28-96 28 229300 8110 7099 10-28-96 28 235800 8340 8230 Cylinder Data Set'. :: iI:~.::. :.'CY!i"~I~:,: :'. ::.] ::::?:i-.:~::::::? :-:: i.i':',::::'~-::-:l.i.~ i.~ii ::.:::::-.~.i-i, ::::::::::::::::::::::'::: ~n~r:etei'.',,~l:'~::i::'~-i:.',' i ?~':i~i~:i':'?~::i::,. ::':: ':.:]::/:~:':?~'i:~ ~f.i.'~.?i.I:~:i:.i.'~.'?.~C~e[ ~, i ~ ~ !:, i-'['.:.'.:: ','?i ',:','-il',' i:i ?f,::',: i:i 1 7085 4.00 58 76 N/A 03:50 AM 673331 2 7086 4.25 58 76 N/A 04:20 AM 673339 3 7087 5.00 56 75 N/A 05:20 AM 673363 4 7088 4.75 56 74 N/A 05:25 AM 673372 5 7089 4.25 56 75 N/A 06:10 AM 673382 6 7090 4.50 55 74 N/A 06:45 AM 673413 7 7091 4.50 58 76 N/A 07:35 AM 673531 8 7092 5.00 62 78 N/A 08:05 AM 673561 9 7093 4.25 66 78 N/A 08:50 AM 673638 10 7094 4.75 70 78 N/A 09:45 AM 673747 11 7095 4.75 80 85 N/A 10:50 AM 673845 12 7096 4.50 83 85 N/A 11:35 AM 673933 13 7097 4.50 83 88 N/A 12:00 PM 673971 14 7098 4.50 83 86 N/A 12:45 PM 674075 15 7099 4.50 85 90 N/A 04:15 PM 674408 Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (1) Facility Construction Management/ REED ENGINEERING GROUP, INC. rye. Dirk Harrison (~4~ity 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