Riverside Church-LR020227 02/2?/2002 17~00 ~?~870080~ TRIN~¥Y ENGR-DALLAS
T~INITY ENCINEERING/KLEIN~ELDE~ 2211 Centu~ Center BIvd,
MORTAR CUBE COMP~SSI~ ST~NGTH ~PORT ASTM C109
PAGE
02/02
Last Reissued on:
Report Date: 2/27/02
Report~ey '~ Project No.: 10645 Ret No.: 'i02543
/KClver~id_e ~ur~_h of,Christ ~,/ Project: Riverside Church of Christ
Coppell, Texas
~ Phase; N/A
Coppell, TX 75019 pe~lt No.:
Mix D=~ Repo~ to Kleinfelder
Cement
Supplier: ~n-site Batc~ Cement Factor
Mix NO.: n/a M~. $i~ Agg.(in.):
~sl~n Strength: 1 ~00 psi ~ ~ days Adml~ums:
Sample D=ta Obse~ed by Klein~lder
Date Sampled: 1/29/02 Date Received: Measured
Slump wlplastl~i~r(In.):
Contractor: Air Temperature (*g): 73
Truc~ick~: MIx Tam,refute (OF):
Sampled By: S. Wilson Air Con~nt (%): --
8ubmiffed By: S Wilson UnltWeight (~:
Curing Method: Cure ~oom Batch Size (~y):
Specimen Prep: Unbonded Wea~er: Water Add~ (gal.)
Field Cure Temp (*g) HI: LO: Wind (MPH) Time
Field Cure Time; 24~4 hm. Rh (%); Time Sample: Ti~e In
Specified
Sample' Date Age Dimensions Ama !.li[ii..a~ Coed C6n; P~-~'~'~--sl~ Required
Number Tested (days) Wd. HL Len. (In") (1~.) ~ngth (p S~rength (psi)
200233 A 2/5/0~ 7 ~ x 2 x 2 ,. 4 4100 /1030 ~
-200233 B 2/5/02 7 2 x ~' x 2 4 4700 ~ 1180 "
200233 C 2/26/02 28 2 x 2 ~ 2 4 ~00 1100
200233 D 2/26/0~ 28 2 x 2 x 2 4 5200 1300 ~ ~
, /
28 day atrengtlt failed to meet design specifications. , Avereg~
CC:
David Turner K.B Alexander- fax
Lar~ Davis City of Coppetl - fax
Lee Stone City of Coppell ~ fax
Bob Bandy V, Aubrey Helium ArchitectS
John Millett, P.E Millett Engineering Group
Wm. Duane Harrell, P,E.
Senior Consultant
Unless pd0r arrangement~ have been made, all HOLD Specimens will be discarded ff required strength is ettelned.