Neighborhood CU-LR130419
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]
04/12/2013
Design Strength:
4000 psi
Project:Neighborhood Credit Union
Report No.:
12
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:Screen Wall Footing
Concrete Supplier:Cow Town Redi-MixTruck No:938Ticket No:567474
Mix Designation:260-2Mix Strength:4000 psiBatch Time:
10:15AM
Added Water:
Time Added:Unit Wt.:
RJ Fullmer6.00 in.
FIELD TEST DATA:Tested by:Time Sampled:11:20AMSlump:
Air Content:
Temperature - Air:71º FConcrete:64º F
5.00 % (P)
TypeArea
SampleTestTestBreakingBrkReview
Diameter
Compr.
CureIn.In.²
NoDateAgeTypby
Load,lbsStr.,psi
04/19/2013
843117Lab4.0012.564220833603DME
05/10/2013
8431228Lab
05/10/2013
8431328Lab
05/10/2013
8431428Lab
06/07/2013
8431556Lab
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:04/22/2013
BR01