Neighborhood CU-LR130425
Concrete Cylinders Strength Report
ECS Texas, LLP
4950 Keller Springs Road, Suite 480
Addison, TX 75001
Project :Set Designation:A
5924-B
(972) 392-3222 [Phone]
Cast Date:
(972) 392-0102 [FAx]
03/28/2013
Design Strength:
3600 psi
Project:Neighborhood Credit Union
Report No.:
11
Location:360 S. Denton Tap Road, Coppell, TX
LEVEL5, LLC - J.R. Aguero
Owner:Client:
Arch.:
Gen. Contr.:LEVEL5, LLC - J.R. Aguero
Struc. Eng.:Conc. Contr.:
Placement Location:Vanbebber Approach
Concrete Supplier:Cow Town Redi-MixTruck No:930Ticket No:566962
Mix Designation:357Mix Strength:3600 psiBatch Time:
12:33PM
Added Water:
10 Gals.Time Added:01:35PMUnit Wt.:
RJ Fullmer5.00 in.
FIELD TEST DATA:Tested by:Time Sampled:01:40PMSlump:
Air Content:
Temperature - Air:72º FConcrete:65º F
5.50 % (P)
TypeArea
SampleTestTestBreakingBrkReview
Diameter
Compr.
CureIn.In.²
NoDateAgeTypby
Load,lbsStr.,psi
04/04/2013
840787Lab4.0012.564886438905DME
04/25/2013
8407928Lab4.0012.565612844703DME
04/25/2013
8408028Lab4.0012.565518043903DME
04/25/2013
8408128Lab4.0012.566176049103DME
05/23/2013
8408256Lab
Sampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P),
temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617.
Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39.
FIELD CURING CONDITIONS:
InsulatedCooledIce
Curing Box
X
No Curing BoxHeatedCapsOther
Remarks:
Final Review By:
DME
Print Date:04/25/2013
BR01