Neighborhood CU-LR130325[ � 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: 02/25/2013
Design Strength: 3000 psi
Report No.: 1
Owner: Client: LEVELS, LLC - J.R. Aguero
Arch.: Gen. Contr.: LEVEL5, LLC - J.R. Aguero
Struc. Eng.: Conc. Contr.:
Placement Location: Piers
Concrete Supplier: Cow Town Redi -Mix Truck No: 910 Ticket No: 565275
Mix Designation: 250.01 Mix Strength: 3000 psi Batch Time: 12:OOPM
Added Water: Time Added: Unit Wt.:
FIELD TEST DATA: Tested by: Russell W. Nobles Time Sampled: 12:45PM Slump: 5.00 in.
Temperature - Air: 55° F Concrete: 60° F Air Content: 1.00 % (P)
Sample
No
Test
Date
Test
Age
Type
Cure
Diameter
In.
Area
In 2
Breaking
Load,lbs
Compr.
Str.,psi
Brk
Typ
Review
by
83298
03/04/2013
7
Lab
4.00
12.56
56192
4470
2
DME
83299
03/25/2013
28
Lab
4.00
12.56
64480
5130
3
DME
83300
03/25/2013
28
Lab
4.00
12.56
69600
5540
3
DME
83301
03/25/2013
28
Lab
4.00
12.56
69504
5530
3
DME
83302
04/22/2013
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: 03/25/2013
BR01
[ � 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: B
Cast Date: 02/25/2013
Design Strength: 3000 psi
Report No.: 2
Owner: Client: LEVELS, LLC - J.R. Aguero
Arch.: Gen. Contr.: LEVEL5, LLC - J.R. Aguero
Struc. Eng.: Conc. Contr.:
Placement Location: Piers
Concrete Supplier: Cow Town Redi -Mix Truck No: 910 Ticket No: 565275
Mix Designation: 250.01 Mix Strength: 3000 psi Batch Time: 01:05PM
Added Water: Time Added: Unit Wt.:
FIELD TEST DATA: Tested by: Russell W. Nobles Time Sampled: 02:45PM Slump:
Temperature - Air: 55° F Concrete: 60° F Air Content:
Sample
No
Test
Date
Test
Age
Type
Cure
Diameter
In.
Area
In 2
Breaking
Load,lbs
Compr.
Str.,psi
Brk
Typ
Review
by
83303
03/25/2013
28
Lab
4.00
12.56
55328
4400
3
DME
mmpnng in accordance witn (law) A�> I mi t, i it, except tnat samples may nave peen taxen from the negmnmg of the ioaa after a minimum oiscnarge of approximately one cunic yarn.
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:
03/25/2013
BR01