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ST9905-LR070821 " i' ~ f"' fj'''' 1 '7 . 1 ~ ;..,'....i-"--i~J~, 'I.;.... Fro;r- 9723920102 T-722 P 002/003 F-707 ((j7:} 391.)~2~ COl\CRETE, GROUT, A"\JD MORTAR TESTS LErrER OF TRANSMITTAL (Fi\Xi W2-r.: 11)2 .~==_~=_~' t.:;::_:.-;.:~"..,l.:: :0' City of Coppell PO. Box 9478 DATE: 08/2];2007 RE: Bethel Road - Correll CoppelL TX 75019 PERMIT #: ATfN: '\liT. Rick O'Dell JOB NO.: 005061 LOCATION: Bethel Road, Coppell, TX \\ ..: ilfe enclosirlg: X Attached x For Your Use x Marerials Engineering Division Concrete Reporls: 30 x As Requesred cc: TISEO Paving - Robel1 Caudill ,~ / / ' 'j/ '" ,,/. \ J ,1-//; l~""/ ' -#. - -:_~__ ,.--i. e.*':r.~:"'(.____ [favl LewlS, P.E. Principal Engineer ,- f- j,' '-::") " ,: D () y. J. '-:. .. '- -L~,';o--.~y....::_::>:z-).'\ Siddharth Neekhra Projecr Engineer B,. J- ~~i-21-2QO~ 17: '6 F r O~- 9723920102 .,. .,...,.., '-I"" P 003/003 F-707 EL~ ~0"~W. L~P 4()::'~\ Kc!!~r 5F:~n~~ F...)JC S.UItC HS~: Concrete Cylinder.. Strength Report Project: 5061 "d Designation: A Cast Date: 08/13'2007 Design Strength: 3600 psi Report No,: 30 .-\(j,Ji~_;;_Jn.l ;.~ 7s!jCn ;=-~~-= =--=-=-:-.::J ::'~"-~~t,c:' "'\f..' {~iZ\ _\9:-322': tFAX, 3Si2--1..:lJ0..2 p! ()j\~c!: Lo..::~Ljon: Bethel Road - C()ppell Bethel Road, Coppdl. TX U\\rler: City of Lappe 11 - RICk O'Dell /\rch : StrllC. Eng,: Client: City of Coppell - Kenneth M. Griffin, Gen, Contr.: Cone, Contr,: Placement Location: Slab on grade at the cLllvert from Sta. 00+ 78 TO 51a, 01 + 14 Cun,:rete Supplier: LMC \li\ D,:::,igna:iol:: 1701 Added Water: 10 Gals. Truck !\o: 7035 Mix Strength: 3600 pSI Time Added: 08:00A Tickd 1"\,y Barch Till]!;': Unit \1,>,1.: 7180871 (J7:24A~-1 fJfJJ) TEST DA TA~ Tested by: Y onas W, Tanga Time Sampled:08: lOi\).f Slump: 5.00 in. Temperature - Air: 8Se) f Concrete: 900 F j\~r ContentA,OO % (f>) :- s~u~~l~_nTTest 1 Test! Type D;um~ter Are,! -----r- Breaking I Comp~~1rk i Break IRcviewl i t,;C;} i Date I Ag-e I Cure In. In." Load,lbs I 51r.,psl j 1 )'p! by I bY"j 11:,I-'-":'6~~n+I:- -'08/::0~O(i7 I 7T~nb 6,00 I 28.27 99160 I 3510 r~' ~---- 35665 0').10:2007 I 28 I Lab 6.00 2827 'I I I 3~666 C()i102007 .8 l lab l) 00 28 .1 I IJ ,)66/ I IO:U~2007 ~6' l~ab ~oo 28.;~ I.L.._n_~ ' S':1',C'If"jl 9G~l"dance WIt', Caw: ASTt.1 C172, except that sar1ples may hdVG MeA tallen trOll: the teginn~rlG of the lead .:tG, a m;r:"1'u1, dlscha,'~~ o~ a~Dr8>iil"atel'l OI1G cub,c ,;lrd ~~f",.jer mo:dlr:g and ;aw,atary cUling iaw ASTf.t C3:, compreSSiVe SI(engtt1 test and break type law ASTM C39, Slump ,aw C 1':3, air con:ent Id,N ASTM C173 I'il '=" C231 (P), ,,",11p,",';,JCe I.W A$TM C"Je4, and unit weight ,,,'11 ASn~ C~JB, Cylw,ders are reSted uSh,g unbar,ded cap$lilw ASH/. C1231 or are capped uW';' s"lpl:ur ~~O~,!:,,!~~~i C61? n~re~" ;'t2~~!9...E'~~f~~$_'ype.2..3.~~.5 or 6 'ow C3S-04a fIELD CURING CONDITiONS: Curing Box X No Curing Box Insulated Heated Cooled X Caps Ice Oiher R!;.'[;;<'Irks; Final Review By S~ Print Date: 08/21/2007