Denton Tap 1A-LR051226 4950 Keller Springs Ro~d, Suite480
Addison,TX 75001
(FAX) 3924)102
Project: Wachovia - Coppell
Location: 131 N. Denton Tapp Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 4236-A Set Designation: A
Cast Date: 11/28/2005
Design Strength: 3500 psi
Report No.: 13
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: Light pole base, SE corner of parking lot.
Concrete Supplier: Southern Star Truck No: 522 Ticket No: 831916
Mix Designation: 9337 Mix Strength: 3500 psi Batch Time: 03:11PM
Added Water: Time Added: Unit Wt.:
FIELD TEST DATA: Tested by: John G. Zimont Time Sampled:03:50PM Slump:3.00 in.
Temperature - Air: 65° F ,'oncrete: 70° F Air Content:3.00 % (p)
Sample Test Test Type Diameter Area Breaking Compr. !Brk Break Review
No Date Age Cure In. In2 Load,lbs Str.,psi !Typ by by
24092 12/05/2005 7 Lab 6.00 28.27 116896 4130 JBAI
24093 12/26/2005 28 Lab 6.00 28.27 149952 5300 4 JBA1
24094 12/26/2005 28 Lab 6.00 28.27 147008 5200 4 JBA1
24095 sp Lab 6.00 28.27
3ampling
Cylinder molding and laboratory cudng iaw ASTM C31, compressive strength test and break type law ASTM C39, slump iaw C143, air content law ASTM C173 (V) or C231 (P),
temperature iaw ASTM C1064, and unit weight law ASTM C138 Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. 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:
JBA1
Print Date: 12/27/2005