Denton Tap 1A-LR060103 4950 Keller Springs Road, Suite480
Addison, TX 75001
(972) 392-3222
t--- r ~ (FAX) 392-0102
Project: Wachovia - Coppell
Location: 131 N. Denton Tapp Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 4236-A Set Designation: A
Cast Date: 12/06/2005
Design Strength: 3500 psi
Report No.: 14
Owner: Wachovia Corporate Real Estate - Ken
Arch.: Little Diversified Arch. Consulting - Jaime
Struc. Eng.:
Client: Little Diversified Arch. Consultants -
Gen. Contr.: Centex Construction Co. -
Conc. Contr.:
Placement Location: Westmost drive-thru island, west side of building.
Concrete Supplier: Southern Star Truck No: 1092 Ticket No: 1310404
Mix Designation: 9339 Mix Strength:3500 psi Batch Time: 09:35AM
Added Water: Time Added: Unit Wt.:
F1ELD TEST DATA: Tested by: John G. Zimont Time Sampled:l 0:15AM Slump:3.50 in.
Temperature - Air: 45° F Concrete: 10° F Air Content:3.00 % (V)
Sample Test Test Type Diameter Area Breaking Compr.. Brk Break Review
No Date Age Cure In. In.2 Load,lbs Str.,ps~ Typ by by
24220 12/16/2005 ab0~ Lab 6.00 28.27 92480 ~ JBA1
24221 01/03/2006~ Lab 6.00 28.27 134848~ 2 JBA1
24222 01/03/2006 Lab 6.00 28.27 133152 3 JBA1
24223 sp Lab 6.00 28.27
Cylinder molding and laborato~7 cudng iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content law ASTM C173 {V} or C231 (P),
temperature iaw ASTM C1064, and unit weight law ASTM C138 Cylindem are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C61L Break Types are classified as: Type 1,2, 3, 4, 5, or 6 iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box Insulated Cooled Ice
X No Curing Box Heated X Caps Other
Remarks:
Final Review By:
JBA 1
Print Date: 01/03/2006