Denton Tap 1A-LR051115CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
'FO: Little Diversified Arch. Consulting
5001 Spring Valley Road, Suite 282-W
Providence Towers
Dallas, TX 75244
ATTN: Ms. Kathryn E. Rabuse
JOB NO.: 004236A
RE: Wachovia - Coppell,
"~.-411?~.R.h~T #: -
LOCATION:
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
2
CC: Centex Construction Co. - Claud Bolton [~J~
Centex Construction Co. - Robert
KBe°neclausen ~ ~J
Wachovia Corporate Real Estate-
Little Diversified Arch. Consultant:~-~h~i~:~l~it
City ofCoppell - Lee Stone
City ofCoppell - Larry Davis
Jain, SI~T
Ctffistruction Services Manager
By: Daniel Franklin, P.E.
President/Principal Engineer
4950 Keller Springs Ro~d, Suite 480
Addison,TX 75001
Prt~ject: Wachovia - Coppell
Location: 131 N. Denton Tapp Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 4236-A Set Designation: A
Cast Date: 10/18/2005
Design Strength: 3500 psi
Report No.: 2
Owner: Wachovia Corporate Real Estate - Ken Client: Little Diversified Arch. Consultants -
Arch.: Little Diversified Arch. Consultants - Philip Gen. Contr.: Centex Construction Co. -
Struc. Eng.: Conc. Contr.:
Placement Location: Piers - Sampled at G/3.7.
Concrete Supplier: Southern Star Truck No: 1827 Ticket No: 1012003
Mix Designation: 9341 Mix Strength:3500 psi Batch Time: 10:01AM
Added Water: Time Added: Unit Wt.:
FII~LD TEST DATA: Tested by:Louis J. DeRossi Time Sampled:10:40AM Slump:6.25 in.
Temperature - Air: 890 F Concrete: 82° F Air Content:0.80 % (p)
Sample Test Test Type D~meter Area Breaking Compr. Brk~ Break Review
No Date Age Cure In. In.~ Load, lbs Str.,psi Typ' by by
23448 10/25/2005 7 Lab 6.00 28.27 91648 3240 5 JBAI
23449 11/15/2005 28 Lab 6.00 28.27 149632 5290 JBAI
23450 11/15/2005 28 Lab 6.00 28.27 139744 4940 JBA1
23451 12/13/2005 56 Lab 6.00 28.27
Sampling in accordance with (law} ASTM C172, except that samples may have been take~ from Ihe beginning of the load altt' a minimum discharge of approximately mm cubic yard,
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break [ype iaw ASTM C39, slump iaw C143, air content law ASTM C173 (V) or C231 (P),
temperature iaw ASTM C1064, and unit weight law ASTM C138, Cylinders are tested using unbonded 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 iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box Insulated Cooled Ice
X No Curing Box Heated X Caps Other
Remarks:
Final Review By:
JBA1
Print Date: 11/15/2005