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ST9905-LR070521 ~ay-2i-2007 16:'3 From- I; ;'~ ~ ,\.R; ',i,. ..w' )il~'!I!Z), ~Y~~;PlkJUm:B'" . -... .-;,::,::,,::::::=;" ECS Tex",-. UP ,7' '.' 4950 K~"e! 5pr1l18' RoJd, SUIle 480 Addl>OIl. TX 7500] (972) 391-32n (Fc\X)3n.o102 :~ "..._.._....._~. "~_~:=-~:~-u 8~"~J~;~ 9723920102 T-486 P 002/003 F-094 CONCRETE, GROUT. AND MORTAR TESTS LETTER OF TRA:\S\;fITT AL TO: City of Coppdl P.O. Box 9478 Coppell, TX 75019 ATI'J: Mr. Rick O'Dell JOB NO.: 005061 DATE: OS/21/2007 RE: Bethel Road - Coppell PERMIT #: LOCA TION: Bethel Road, Coppell, TX We are enclosing: X Attached x Materials Engineering Division Concrete Reports: 13 x For Your Cse X As Requested cc: TISEO Paving - Robert Caudill By: /~...., ~-~~~Z.~~;::;?- _ Daniel Franklin, P.E. President /Principal Engineer _J..'- .-'J ,.__'," .... ..-.:./"" ,./ ~.. ~~</I' /_ ~... ~/<' ; V-:L:/ '-, .,"Ir.._.::a,...,I"'_ .'-- , .~ "-. --' ......... _.--""-- - -:<l ___c-~trr"'"_..IC':---,,"II:'___ ---,. __.. Jas9Jl<~l en, SET C6"nstruction Services :\1anager May-2! -2007 16: 14 From- 9723920102 T-486 P 003/003 F-094 Concrete Cylinders Strength Report ,. FOeS Toxas, UP .:1950 K<:I:cI S;mngs Road. SUl~.:lX:' Add:~\ln. TX 75(0) (972) 392..3~2: (fr\XI 39;:.~)IO: Project: 5061 Cast Date: Design Strength: Rt:port '\0.: Project: LOCiuion: Bethel Road - Coppell Bethd Road, CoppelL TX Set Designation: A 04/20i2007 4000 psi 13 Owner: City ofCoppell- Rick O'Dell Arch.: Strut, Eng.: Placement Location: Walls sampld{i:. ST A:42+ 75 eastside Client: City of Coppell - Kenneth M, Grit1in, Gen. Contr.: Cone. Contr.: Concrete Supplier: LMC Mix Designation: 1851 Added Water: Truck ~o: 1046 \1ix Strength: 4000 pSI Time Added: Ticket ~o: 3229689 Batch Time: 02:33PM Cnit Wt.: 6.00 6.00 6.00 3:'712 I 56 Lab 6.00 2827 ampl'nG 10 accordance with (law) A M C1 2. except mOll S81l'ples rr18y :1avQ bllll" ta!len frorr. ihe beginr.ing of the lead a~e( J m nlmulC discharge of apcroximately one cubiC YJ'd Cyl'nde~ molding <!nd lebor~tory cunng l~wAS~M C31. compressive strength test and break !ype law ASTM C39. slump law C143. all content law AS'M C173 IV) or C231 (Pl. :emce~atl:re law ASTM C1C64. and unl! weight i.w ,AST\1 C1 ~6 Cylinders are tested usi~g unbonded ca,:)s law "'Sh~ C123' 0' <lre cOlpped uSI~g SU.phUi mortar 1aw C617 B'sak Types are classified as. Type 1,2.3. 4 5. or 6 law C3~04a FIELD TEST DATA: Tested by: Danny 1. Mize Temperature - Air: 770 F Time Sampled:03: 17PM Concrete: 790 F Sample Test TeSl I Type Ko Date Age I Cure I 33709 04/27.2007 ~ Lab ; 33'10 , 28 bb Z8 Lab Diameter In. Area B(eakin~ Comp~. In.~ Load,lbs Str.,pSl 28.27 132608 4690 28.27 169280 5990 2827 170248 6020 Slump: 5.00 in. Air Content: Brk Typ Break by Review by lBAl JB.6.1 r JSA 1 HELD CURING CONDTTJOl\S~ Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other c;)_.~~~~?~;;- Final Review By: --~~--'....<:>::..._ ~ .~. , JBAl Print Dote: OS/21/2007