Denton Tap 1A-LR051114(972) 392-3222
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
PERMIT #:
004236A
ION:
131 N. Denton Tapp Road, Coppell, TX
Dallas County County
We are enclosing:
X Attached X For Your Use
X Materials Engineering Division Concrete Reports: X As Requested
1
CC:
Centex Construction Co. - Claud
Centex Construction Co. - Robert s -- -
ion Services Manager
By: Daniel Franklin, P.E.
President/Principal Engineer
4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
'-:---:~rZ~l (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: 10/17/2005
Design Strength: 3500 psi
Report No.: I
Owner: Wachovia Corporate Real Estate - Ken Client: Little Diversified Arch. Consultants ~
Arch.: Little Diversified Arch. Consultants - Philip Gen. Contr.: Centex Construction Co. -
Struc. Eng.: Cone. Contr.:
Placement Location: Piers at locations C/l, D/l, E.1/1.5, E.5/2, J/10, J/8, D/2, C/9, C/10, D/10. Sampled at Pier
D/1.
Concrete Supplier: Southern Star Truck No: 6019 Ticket No: 959543
Mix Designation: 9337 Mix Strength: 3500 psi Batch Time: 11:20AM
Added Water: Time Added: Unit Wt.:
FIELD TEST DATA: Tested by:Louis J. DeRossi Time Sampled:12:00PM Slump:5.50 in.
Temperature - Air: 80° F Concrete: 83° F Air Content:0.80 % (p)
Sample Test Test Type Otemet~r Area Breaking Compr. Brk Break Review
No Date Age Cure In. In.: Load,lbs Str.,psi Typ by by
23416 10/24/2005 7 Lab 6.00 28.27 86592 3060 3 JBA1
23417 11/14/2005 28 Lab 6.00 28.27 134688 4760 JBA1
23418 11/14/2005 28 Lab 6.00 28.27 127744 4520 YBA1
23419 12/12/2005 56 Lab 6.00 28.27
~ampling in accordance with (Jaw) ASTM Cl 72, except that samples may have been taken from the beginning of the load alt~ · a minimum discha'ge of apprex~mateW ene cubic yard.
Cylinder m~ding and laboratmy curi.g iaw ASTM C31, compreSmVe ~e~gth test end break ~/pe iaw ASTM C39, slurr~o iaw C143, air content iaw ASTM C173 (V) or C231 (P),
ternpera[ure iaw ASTM C1064, and un~ weight iaw ASTM C138. Cyli~de~ are testhd using unbended caps iaw ASTM C1231 or are capped using sulphur
mortar 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: 11/14/2005