Riverside Church-LR010723 Report No.: 8
Testing
hying TX 75062
-" CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT AST~,~[ C39
Report Date: 7123101 Laet Reissued on;
Report To: Greg McGahey Prl~lJeot No.: T-4006 Ref. No.:
Riversicle Church of Christ ~.Proje~t: Riverside Church of Chri~J~"
150 E. Beltline Road ~ . Coppell, Texa~
Coppell. TX 75019
:' '" .' ~ '~E.~:-" R~-.e.~...,~l(~'~r~.f..e..i~:, '"" ':. ::~: .. -.: ...." '
Supplier; Lattimore Materials Co. Cement l~ype:
Cement Factor
Mix No,: 38 Max. Size Agg.(In.)'
Design Strength: 3500 psi~ 28 days Admixtures:
· - . , ,.. !, r"" -:~,-. ,. j :1 Iq';: I'l'l ; .' . -
Date Sampled: 7/'I 6f01 Date ReGeived: Measured Specified
Source of Sample: Inlet at Southeast corner Slump(in.): 3
SLump wlplaatiGizer(in.):
Contractor: Air Temperature (°F): 98
TruckJTicket: 947/7104722 Mix Temperature (*F): 95
Sampled By: M. Escalante Air Content I[%): 5.2
Submitted By: M. Escalante Unit Weight (pcf):
Curing Method: Cure Room Batch Size (cy): 15
Specimen Prep: Unbonded Weather: Water Added (gal.) 10
Field Cure Tamp (*F) Hi: Lo: Wind (MPH} Time Batcrled:
Field Cure Time: 24+4 hrs. Rh (%): Time Sampled: Time in Truck:
Sample ~ Date Age Dimensions Area Ultimate Load Cot" - ed
Number Tested (days) Diam. Ht. Lan. (inz) (lbs.) /% t (psi)
100249 BI 7/23101 I 7 I 6 x 12 X 28.27 84000 2970
100219 OI 8/13/01 , 28 ..... x x } 3000
Average 7 Day Strength (psi): 2980
Alt fractures were conical in nature unless noted ,-:,lerwise.
,e Ravl wed 7123101 by:
CC: /' Wm. Duane Harrell, P.E.
David Turner K.B. Alexander - fax
Larry Davis City of Coppell - fax
Lee Stone City of Coppell - fax
Bob Bandy V. Aubrey Helium Architects
Unless pnor arrangements have been made, all HOLD specimens will be discarded if requinad strength is attained.