Neighborhood CU-LR130404[ � m u
ECS Texas, LLP
Test
Age
4950 Keller Springs Road, Suite 480
Diameter
In.
Addison, TX 75001
Breaking
Load,lbs
(972) 392 -3222 [Phone]
Brk
Typ
(972) 392 -0102 [FAx]
Project:
Neighborhood Credit Union
Location:
360 S. Denton Tap Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 5924 -B Set Designation: A
Cast Date: 03/28/2013
Design Strength: 3600 psi
Report No.: 11
Owner: Client: LEVELS, LLC - J.R. Aguero
Arch.: Gen. Contr.: LEVEL5, LLC - J.R. Aguero
Struc. Eng.: Conc. Contr.:
Placement Location: Vanbebber Approach
Concrete Supplier: Cow Town Redi -Mix Truck No: 930 Ticket No: 566962
Mix Designation: 357 Mix Strength: 3600 psi Batch Time: 12:33PM
Added Water: 10 Gals. Time Added: 01:35PM Unit Wt.:
FIELD TEST DATA: Tested by: RJ Fullmer Time Sampled: 01:40PM Slump: 5.00 in.
Temperature - Air: 72° F Concrete: 65° F Air Content: 5.50 % (P)
Sample
No
Test
Date
Test
Age
Type
Cure
Diameter
In.
Area
In 2
Breaking
Load,lbs
Compr.
Str.,psi
Brk
Typ
Review
by
84078
04/04/2013
7
Lab
4.00
12.56
48864
3890
5
DME
84079
04/25/2013
28
Lab
84080
04/25/2013
28
Lab
84081
04/25/2013
28
Lab
84082
05/23/2013
56
Lab
Sampling in accordance with (taw) A51 Ivi CI iz, except that samples may nave peen taken trom the neginning of the Joao atter a minimum discharge of approximately one cunic 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:
Curing Box Insulated Cooled Ice
X No Curing Box Heated Caps Other
Remarks:
Final Review By:
DME
Print Date: 04/05/2013
BR01