Denton Tap 1A-LR051216ECS - Texas, LLP
4950 Keller Springs Road, Suite 480
Addison, IX 75001
(972) 392-3222
(FAX) 392-0102
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TO: Little Diversified Arch. Consulting
5001 Spring Valley Road, Suite 282-W
Providence Towers
Dallas, TX 75244
ATTN: Ms. Kathryn E. Rabuse
DATE~
RE: Wachovia- Coppell
PERMIT #:
JOB NO.: 004236A
LOCATION:
131 N. Denton Tapp Road, Coppell, TX
Dallas County County
We are enclosing:
X Attached
X Materials Engineering Division Concrete Reports:
14
X For Your Use
X As Requested
CC: Centex Construction Co. - Claud Bolton
Centex Construction Co. - Robert Boe
Wachovia Corporate Real Estate - Ken Clausen
Little Diversified Arch. Consultants - Philip F. Ritchie
City ofCoppell - Lee Stone
City ofCoppell - Larry Davis
Little Diversified Arch. Consulting - Jaime Nenclares
Laso~A'qle. n, S~ET'
~on Services Manager
By: Daniel Franklin, P.E.
President/Principal Engineer
I 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
[ ? : : --] (FAX) 3924)I02
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 Client: Little Diversified Arch. Consultants -
Arch.: Little Diversified Arch. Consulting - Jaime Gen. Contr.: Centex Construction Co. -
Struc. Eng.: 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:10:15AM Slump:3.50 in.
Temperature - Air: 45° F Concrete: 60° 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 St~ra,) Typ by by
24220 12/16/2005 I0 Lab 6.00 28.27 92480~ JBAI
24221 01/03/2006 28 Lab 6.00 28.27
24222 01/03/2006 28 Lab 6.00 28.27
24223 sp Lab 6.00 28.27
Sampling in accordance with (taw) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard.
Cylinder molding and laboratory cudng iaw ASTM C31, compressive strength test and break lype taw ASTM C39, slump taw C143, air content taw ASTM C173 (V) or C231 (P),
temperature taw ASTM C1064, and unit weight law ASTM C138 Cylinders are tested using unbended caps taw ASTM C1231 or are capped using sulphur
moor taw C617. Break Types are classified as: Type 1,2, 3, 4, 5, or 6 taw 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: 12/16/2005