Denton Tap 1A-LR051116CONCRETE, 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: 11/16/2005
RE: Wachovia- Coppell
PERMIT #: -
LOCATION:
131 N. Denton Tapp Road, Coppell, TX
Dallas County County
x
X As Requested
We are enclosing:
X Attached
X Materials Engineering Division Concrete Reports:
3
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:
Daniel Franklin, P.E.
President/Principal Engineer
Jas~oda-A'l~n, SET
C6'fistruction Services Manager
Project: Wachovia - Coppell
Location: 131 N. Denton Tapp Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 4236-A Set Designation: A
Cast Date: 10/19/2005
Design Strength: 3500 psi
Report No.: 3
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: Piers: Sampled at pier C.7/6.7.
Concrete Supplier: Southern Star Truck No: 1015 Ticket No: 1012982
Mix Designation: 9341 Mix Strength:3500 psi Batch Time: II:58AM
Added Water: Time Added: Unit Wt.:
FIELD TEST DATA: Tested by:Louis J. DeRossi Time Sampled:12:30PM Slump:5.00 in.
Temperature - Air: 83° F Concrete: 80° F Air Content:l.00 % (P)
Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review
No Date Age Cure In. In-2 Load,lbs Str.,psi Typ by by
23480 10/26/2005 7 Lab 6.00 28.27 118176 4180 4 JBA1
23481 I 1/16/2005 28 Lab 6.00 28.27 167808 5930 IBM
23482 11/16/2005 28 Lab 6.00 28.27 168032 5940 JBAI
23483 12/14/2005 56 Lab 6.00 28.27
Sampling (iaw)
Cylinder molding and laboratory curing Jaw ASTM C31, compressive strength test and break type Jaw ASTM C39, slump Jaw C143, air content Jaw 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 L 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: 11/16/2005