Denton Tap 1A-LR0512054950 Keller Springs RoM, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392~)I02
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
JOB NO.: 004236A
DATE: 12/05/2005
RE: ~oppell
PERMIT #:
LOCATION:
131 N. Denton Tapp Road, Coppell, TX
Dallas County County
We are enclosing:
X Attached
X Materials Engineering Division Concrete Reports:
13
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
By:
~_~~__~~/ Jaso l~~'/A/~-~
pDrea~ii~tlenF[~rkilni~} pP~l~ n ginee r ~io-n-Services Manager
Addison,TX 75001
(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: A
Cast Date: 11/28/2005
Design Strength: 3500 psi
Report No.: 13
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: Light pole base, SE comer 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 Concrete: 70° F Air Content:3.00 % (p)
Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review
No Date Age Cure In. In? Load, lbs Str.,psi Typ by by
24092 12/05/2005 7 Lab 6.00 28.27 116896 4130 JBA1
24093 12/26/2005 28 Lab 6.00 28.27
24094 12/26/2005 28 Lab 6.00 28.27
24095 sp Lab 6.00 28.27
Sampling in accordance with (iaw) ASTM C172, except that samples may have been take~ from the b~ inning of the load aftE minimum discharge of approximately ~ne cubic yard.
Cylinder molding and laborato~ cudng iaw ASTM C31, compressive streng63 test and break [ype iaw ASTM C39, slump iaw C143, air contenl 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 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 CuringBox Heated X Caps Other
Remarks:
Final Review By:
JBA 1
Print Date: 12/05/2005