Denton Tap 1A-LR051228 (972) 392-3222
(FAX) 392-0102
Project: Wachovia - Coppell
Location: 131 N. Denton Tapp Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 4236-A Set Designation: B
Cast Date: 11/02/2005
Design Strength: 4000 psi
Report No.: 6
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: slab-on-grade, sampled at 40'E/5'S of NW corner of slab.
Concrete Supplier: Southern Star Truck No: 8873 Ticket No: 943139
Mix Designation: 9349 Mix Strength:4000 psi Batch Time: 09:30AM
Added Water: 10 Gals. Time Added: 10:25A Unit Wt.:
FIELD TEST DATA: Tested by: Louis J. DeRossi Time Sampled:l 0:30AM Slump: 7.00 in.
Temperature - Air: 65° F Concrete: 70° F Air Content:l.00 % (P)
Sample Test Test Type Diameter Area Breaking Comp[. Brk Break Review
No Date Age Cure In. In.2 Load,lbs Str.,pst Typ by by
23757 11/09/2005 7 Lab 6.00 28.27 79872 ~ ~ '~ JBA1
23758 11/30/2005 28 Lab 6.00 28.27 107872~ ~.~ ,] JBAI
23759 11/30/2005 28 Lab 6.00 28.27 108352 JBAI
23760 12/28/2005 56 Lab 6.00 28.27 116160 4110 4 JBA1
Cylinder molding and laboratoE curing law ASTM C31, compressive strength test and break type law ASTM C39, slump law C143, air content law ASTM C173 (V) or C231 (P),
temperature law ASTM C1064, and unit weight iaw ASTM C138 Cylinders are tested using unbonded caps law ASTM C1231 or are capped using sulphur
moor law C617. Break Types are classified as: Type 1,2, 3, 4, 5, or 6 law 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: 12/28/2005