The URL can be used to link to this page

Minyard-LR 961002 GEOTECHN;CAL AND J~ J~J ~ I I p ENVIROi~ M£i~taL CO ~ISU LTAI~TS CONCRETE CYLINDER TEST REPORT Minyard's Facility Expansion Freeport Parkway and Bethel Road Coppell, Texas REPORTED TO: Minyard Properties REPORT NO. 59 P.O. Box 518 REG PROJECT NO. 2891.1 777 Freeport Parkway SAMPLE DATE: 10-02-96 Coppeil, Texas 75019 TECHNICIAN: J. Gray Mr. Marion Pritchett CONTRACTOR: Facility Construction Management, Inc. Location of Sample 1 Floor slab - 110'S 335'E of NW building corner 10/960 yds 2 Floor slab - 165'S 330'E of NW building corner 60/960 yds 3 Floor slab - 115'S 320'E of NW building corner 100/960 yds 4 Floor slab - 135'S 315'E of NW building corner 150/960 yds 5 Floor slab - 150'S 300'E of NW building corner 210/960 yds 6 Floor slab - 135'S 280'E of NW building corner 250/960 yds 7 Floor slab - 140'S 250'E of NW building corner 310/960 yds 8 Floor slab - 160'S 240'E of NW building corner 350/960 yds 9 Floor slab - 115'S 230'E of NW building corner 400/960 yds · 10 Floor slab - 125'S 220'E of NW building corner 450/960 yds 11 Floor slab - 140'S 210'E of NW building corner 500/960 yds 12 Floor slab - 125'S 200'E of NW building corner 550/960 yds 13 Floor slab - 170'S 190'E of NW building corner 600/960 yds 14 Floor slab - 115'S 180'E of NW building corner 650/960 yds 15 Floor slab - 125'S 165'E of NW building corner 700/960 yds 16 Floor slab - 150'S 140'E of NW building corner 750~960 yds 17 Floor slab - 135'S 115'E of NW building corner 800/960 yds 18 Floor slab - 140'S 85'E of NW building corner 850/960 yds 19 Floor slab - 90'S, 40'E of NW building corner 900/960 yds 20 Floor slab - 35'S, 40'E of NW building corner 950/960 yds Design Information '-~&t'iNi]~ bei~'::~::: J~'~i.::::::?:~H~?~ ::.' J' :"i-'i-. -~: ~'Mig. !~e'nfificatibit:.i i..i i..i i...i ::..i i..I:..~ :..~. ~. ~. i i :: ~. 'iS'~Jfie~ ~ti~&~!~h:: p~g.i: ~... :. -:~..'~:. 1 tXl 20 3500 2 TXl 20 3500 3 TXl 20 3500 4 TXl 20 3500 5 TXI 20 3500 6 TXI 20 3500 7 TXl 20 3500 8 TXl 20 3500 9 TXI 20 3500 10 TXl 20 3500 11 TXl 20 3500 12 TXl 20 3500 13 TXl 20 3500 ......... 2424 STUTZ DR. I SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 14 TXl 20 3500 15 TXI 20 3500 16 TXI 20 3500 17 TXI 20 3500 18 TXI 20 3500 19 TXI 20 3500 20 TXI 20 3500 Test Results :-' :-Set' :- ........ I .... goad; ir i-;iC~ml~res~.!~:.~i?:?l::.i~e~e:str~i~]ih-. :: :: :i~o:~:::: ' ! :~ ~ i !'iD:.'!::::!:i'!'::[:: ~::: i~i~::'Tes~ ~ ~ ~' :1~ ::':: :;:~ ~esti'~ :: ! :~ i'~-t~-i:~i~:i?~:'i!~l~::~:~ ~ ~ ~: ~'I:: i~Sti:eng~h~l~!!! ?~?li;::::~?:?:i'?~i.::~:~?~i?~-:::;i'i:'i:'i ~'i i.-. ~: 1 7236 10-09-96 7 108100 3830 7236 10-30-96 28 126300 4470 7236 10-30-96 28 132300 4680 4580 7236 Hold 2 7237 10-09-96 7 113900 4030 7237 10-30-96 28 164900 5840 7237 10-30-96 28 147000 5200 5520 7237 Hold 3 7238 10-09-96 7 122500 4330 7238 10-30-96 28 147000 5200 7238 10-30-96 28 146500 5180 5190 7238 Hold 4 7239 10-09-96 7 126400 4470 7239 10-30-96 28 156000 5520 7239 10-30-96 28 143400 5080 5300 7239 Hold 5 7240 10-09-96 7 120300 4260 7240 10-30-96 28 144500 5110 7240 10-30-96 28 148800 5270 5190 7240 Hold 6 7241 10-09-96 7 113800 4030 7241 10-30-96 28 143600 5080 7241 10-30-96 28 150700 5330 5210 7241 Hold 7242 10-09-96 7 109600 3880 7242 10-30-96 28 138100 4890 7242 10-30-96 28 145000 5130 5010 7242 Hold 8 7243 10-09-96 7 116900 4140 7243 10-30-96 28 149000 5270 7243 10-30-96 28 152200 5390 5330 7243 Hold 9 7244 10-09-96 7 126200 4470 7244 10-30-96 28 155400 5500 7244 10-30-96 28 154400 5460 5480 7244 Hold 10 7245 10-09-96 7 101400 3590 7245 10-30-96 28 128700 4560 7245 10-30-96 28 132300 4680 4620 7245 Hold 11 7246 10-09-96 7 102000 3610 7246 10-30-96 28 121900 4310 7246 10-30-96 28 130400 4620 4470 7246 Hold 12 7247 10-09-96 7 108600 3840 7247 10-30-96 28 135600 4800 7247 10-30-96 28 140600 4980 4890 7247 Hold 13 7248 10-09-96 7 105700 3740 7248 10-30-96 28 131700 4660 7248 10-30-96 28 120300 4260 4460 7248 Hold 14 7249 10-09-96 7 98000 3470 7249 10-30-96 28 131000 4640 7249 10-30-96 28 124800 4420 4530 7249 Hold 15 7250 10-09-96 7 93300 3300 7250 10-30-96 28 124700 4410 7250 10-30-96 28 118400 4190 4300 7250 Hold 16 7251 10-09-96 7 107500 3800 7251 10-30-96 28 138200 4890 7251 10-30-96 28 137600 4870 4880 7251 Hold 17 7252 10-09-96 7 83200 2940 7252 10-30-96 28 116900 4140 7252 10-30-96 28 117900 4170 4160 7252 Hold 18 7253 10-09-96 7 88300 3120 7253 10-30-96 28 122800 4350 7253 10-30-96 28 123600 4370 4360 7253 Hold 19 7254 10-09-96 7 96900 3430 7254 10-30-96 28 136900 4850 7254 10-30-96 28 130900 4630 4740 7254 Hold 20 7255 10-09-96 7 101200 3580 7255 10-30-96 28 127000 4490 7255 10-30-96 28 119700 4240 4370 7255 Hold Cylinder Data : ~: Se~'~ :':[.: ~'~Cy~.d~%'l.i~??.~':~.~'::~':~:~.:~.~..~.~:i ~1!.~ ! ~ ~ ~ ~:~ ~:~ ~'~ ~:~'::~ :'~ ::~I'~.:c~c~t~'.~.~I ~ ~ ~.~ ~:~:~:i~!r.~: ~.:~. i-1: :i;-:i~.e'~f ~-:"~1:i: '~':' :~.~t.~' .~. ;" i iN~:~'~ i ii'.:.: ~ !i'~ i i.'tD!:!::~.'.;...i, i 11: i:!~[0~i!.:i [.:.:Ai~.~6~P~ :'1":' Tempi! :i :i :i ii i iE:~i~eht.:iI'i .:i~.!~ ~!~i:~.!.i!.:;l'..i':.:i:.::N~be~-..i .-i'. 1 7236 4.00 61 76 N/A 03:05 AM 675657 2 7237 4.00 61 76 N/A 03:28AM 675665 3 7238 4.00 61 76 N/A 03:55 AM 675676 4 7239 4.50 61 76 N/A 04:30 AM 675688 5 7240 4.00 61 76 N/A 04:55 AM 675705 6 7241 4.00 61 76 N/A 05:25 AM 675721 7 7242 4.25 61 76 N/A 06:15 AM 675746 8 7243 4.00 61 76 N/A 06:43 AM 675765 ' 9 7244 4.00 61 76 N/A 07:20 AM 675840 10 7245 4.50 61 76 N/A 08:00 AM 675919 11 7246 4.50 63 77 N/A 08:48 AM 676018 12 7247 4,50 63 78 N/A 09:35 AM 676097 13 7248 4,25 63 78 N/A 10:17 AM 676159 14 7249 4.25 64 77 N/A 10:52 AM 676242 15 7250 4,00 64 77 N/A 11:25 AM 676337 16 7251 4.00 65 78 N/A 11:50 AM 676388 17 7252 4.50 66 78 N/A 12:32 PM 676437 18 7253 4.50 66 78 N/A 01:02 PM 676478 19 7254 4.50 70 80 N/A 01:38 PM 676573 20 7255 4.50 73 80 N/A 02:27 PM 676639 Distribution: (1) Minyard Properties/ Submitted by: Mr. Marion Pritchett (1) Facil/i~y Construction Management/ REED ENGINEERING GROUP, INC. . ~l,~'Dirk Harrison (l~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