Denton Tap 1A-LR0511114950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392~102
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 _fl
_~TF' 1 1/1 1 lgf~t~
: Wachovia - Coppell /
~I~ERMIT #:
LOCATION:
131 N. Denton Tapp Road, Coppell, TX
Dallas County County
We are enclosing:
Attached
X at~~
X M ring Division Concrete Reports:
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 -~l~lilip F.
City ofCoppell - Lee Stone ~ I
CityofCoppell-Larry Davis,' ~'
~ ,
By: Principal Engineer
C,,q~truction Services Manager
Addison, TX 75001
(972) 392-3222
(FAX) 3924)102
Project: Wachovia - Coppell
Location: 131 N. Denton Tapp Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 4236-A Set Designation: A
Cast Date: 11/04/2005
Design Strength: 3500 psi
Report No.: 7
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: Paving, south and east sides of building, sampled 40'S/25'E of NE building comer.
Concrete Supplier: Southern Star Truck No: 1020 Ticket No: 1013333
Mix Designation: 7752 Mix Strength: 3600 psi Batch Time: 05:19AM
Added Water: Time Added: Unit Wt.:
FIELD TEST DATA: Tested by:Marvin R. Hanks, III Time Sampled:06:05AM Slump:4.50 in.
Temperature - Air: 63° F Concrete: 73° F Air Content:4.40 % (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
23781 11/11/2005 7 Lab 6.00 28.27 105216 3720 JBAI
23782 12/02/2005 28 Lab 6.00 28.27
23783 12/02/2005 28 Lab 6.00 28.27
23784 sp Lab 6.00 28.27
Sampling in accordance with (iaw) ASTM C172, except that samplan may have bean taken from the beginning of the load afl~ r a minimum discharge of approximately one cubic yard.
Cylinder moklin9 and laboratory cudn9 iaw ASTM C31, compressive sb'ength test and break ~/pe iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231
temperafure iaw ASTM C1064, and unit weight iaw ASTM Cl 38. Cylinders are tested using unbe~:led caps i~w ASTM C1231 or are capped using sulphur
mortar ime C617. Break Types are clansifi~ as: Type 1, 2, 3, 4, 5, or 6 iaw 039-04a
FIELD CURING CONDITIONS:
Curing Box Insulated Cooled Ice
X No Curing Box Heated X Caps Other
Remarks:
Final Review By:
JBA 1
Print Date: 11/11/2005
Project: Wachovia - Coppell
Location: 131 N. Denton Tapp Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 4236-A Set Designation: B
Cast Date: 11/04/2005
Design Strength: 3600 psi
Report No.: 8
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: Paving, south and east sides of building, sampled 20'S/40'E of SW building comer.
Concrete Supplier: Southern Star Truck No: 008 Ticket No: 1013337
Mix Designation: 7752 Mix Strength: 3600 psi Batch Time: 06:00AM
Added Water: Time Added: Unit Wt.:
FIELD TEST DATA: Tested by:Marvin R. Hanks, III Time Sampled:06:50AM Slump:4.25 in.
Temperature - Air: 63° F Concrete: 75° F Air Content:4.60 % (p)
Sample Test Test Type oi~eter Area Breaking Compr. Brk Break Review
No Date Age Cure In. In? Load,lbs Str.,psi Typ by by
23785 11/11/2005 7 Lab 6.00 28.27 112832 3990 JBA1
23786 12/02/2005 28 Lab 6.00 28.27
23787 12/02/2005 28 Lab 6.00 28.27
23788 sp Lab 6.00 28.27
Sampling in sccordance with (law) ASTM C172, except that samples may have been taken from the beginning of the load a/t{ ' a minimum discharge of approximatay one cubic yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive s~'ength test and break type iaw ^STM C39, slump iaw C143, air content iaw ASTM Cl 73 (V) or C231 (P),
tamperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cy~indas aretentad 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 law C39A)4a
FIELD CURING CONDITIONS:
Curing Box Insulated Cooled Ice
X No Curing Box Heated X Caps Other
Remarks:
Final Review By:
JBA !
Print Date: 11/11/2005