Denton Tap 1A-LR051024ECS - Texas, LLP
4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
October 24, 2005
Little Diversified Arch. Consulting
5001 Spring Valley Road, Suite 282-W
Providence Towers
Dallas, TX 75244
ATTN: Ms. Kathryn E. Rabuse
We are enclosing: X Materials Engineering Division Reports
X For your use
X As requested
LETTER OF TRANSMITTAL
~: Wachovia - Coppell~
ECS Job # 19:4236-A
Permits:
Location: 131 N. Denton Tapp Road
Coppeil, TX
CC: Centex Construction Co. - Claud Bolton
Centex Construction Co. - Robert Boe
Wachovia Corporate Real Estate - Ken Clausan
Liffie Diversified Arch. Consultants - Philip F. Ritehie
City of Coppell - Lee Stone
City ofCoppell - Larry Davis
ENCL:
Field Report # 13
Field Report # 14
Field Report # 15
10/20/2005
10/21/2005
10/21/2005
Daniel Franklin, P.E.
President/Principal Engineer
J 1~. t~-f--
~J o~tml~ti on Services Manager
ECS - Text, LLP
4950 Keller Springs Road, Suite 480
Addison,TX 75001
(972) 392-3222
(FAX) 392-0102
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: 10/24/2005
RE: Wachovia - Coppell
PERMIT #:
LOCATION:
131 N. Denton Tapp Road, Coppell, TX
Dallas County County
We are enclosing:
X Attached
X Materials Engineering Division Concrete Reports:
1
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
Jasorl,~f[en,-SET ~
C,~'truction Services Manager
By: Daniel Franklin, P.E.
President/Principal Engineer
~.~, --: ~ ECS - Toy, as. LLP
4950 Kelle~ Springs Ro~d, Suite 480
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: 10/17/2005
Design Strength: 3500 psi
Report No.: 1
Owner: Wachovia Corporate Real Estate - Ken
Arch.: Little Diversified Arch. Consultants - Philip
Struc. Eng.:
Client: Little Diversified Arch. Consultants -
Gen. Contr.: Centex Construction Co. -
Conc. Contr.:
Placement Location: Piers at locations C/I, D/I, 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 ~m~r Area Breaking Compr. Brk Break Review
No Date Age Cure In. In.2 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
23418 11/14/2005 28 Lab 6.00 28.27
23419 12/12/2005 56 Lab 6.00 28.27
Cylifider moldifig and laboratoc/c3J~ng law ASTM C31, compressive strel3gth test and break t,/pe law ASTM C39, slump law C143, air content law ASTM Cl 73 (V) or C231 (P),
temperature law ASTM C1064, and unit weight law ASTM C138. Cylinders are tested using unbonded caps Jaw AS~'M C1231 or are capped using sulphur
mortar iaq; 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:
JBAI
Print Date: 10/24/2005