Denton Tap 1A-LR051110ECS - Texas, LLP
4950 K¢llex Springs Road, Suit~ 480
Addison, TX 75001
(972) 392-3222
(FAX) 392~)102
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TO: Little Diversified Arch. Consulting DATE: 11/10/?onq
5001 Spring Valley Road, Suite 282-W
Providence Towers
Dallas, TX 75244 PERMIT #:
ATTN: Ms. Kathryn E. Rabuse
JOB NO.: 004236A
~ LOCATION:
f%~r~ 131 $. Denton Tapp Road, Coppell, TX
Dallas County County
We are enclosing:
X Attached
X Materials Engineering Division Coricr~te Reports'. ~____ As Requested
5, 6
POSSIBLE LOW 28-DAY TEST RESULTS REPORTS 5, 6
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
C,j~ffruction Services Manager
By: Daniel Franklin, P.E.
President/Principal Engineer
(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: 11/02/2005
Design Strength: 5000 psi
Report No.: 5
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: Slab-on-grade, sampled at 15'S/5'E of NW vault comer.
Concrete Supplier: Southern Star Track No: 948 Ticket No: 943133
Mix Designation: 7522 Mix Strength: 5000 psi Batch Time: 09:05AM
Added Water: 10 GMs. Time Added: 10:05A Unit Wt.:
FIELD TEST DATA: Tested by:Louis J. DeRossi Time Sampled:l 0:10AM Slump:6.00 in.
Temperature - Air: 62° F Concrete: 69° F Air Content:l.50 % (P)
Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review
No Date Age Cure In. In? Load, lbs Str.,psi Typ by by
23753 I 1/09/2005 7 Lab 6.00 28.27 98528 3480 JBAI
23754 11/30/2005 28 Lab 6.00 28.27
23755 11/30/2005 28 Lab 6.00 28.27
23756 12/28/2005 56 Lab 6.00 28.27
I it. =u,~ ~.~,,= with ~ ASTM C172, except Ihat samplas rnay have bee~ lakefl from the beginning of tile load afi~ a minimum discflarge of appreximatsly o~e cubic yard.
Cylinder ~ and laberatay cu~g iaw ASTM C31, compressive s~eng~ test and break ~/pe iaw ASTM C39, slump iaw Cl 43, air content law ASTM C173 00 or C231 (P),
ternperalure law ASTM C1064, and unit weight iaw ASTM Cl 38. Cylinders are tasted using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar law C617. Break Types are classif~ as: Type 1, 2, 3, 4, 5, or 6 iaw C39~4a
FIELD CURING CONDITIONS:
Curing Box Insulated Cooled Ice
X No Curing Box Heated X Caps Other
Remarks:
Final Review By:
I $SlBIE IHl128..BSY TEST BE$111,TS
J'BA1
Print Date: 11/10/2005
(FAX) 392-0102
Project: Wachovia - Coppell
Location: 131 N. Denton Tapp Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 4236-A Set Designation: B
Cast Date: 11/02/2005
Design Strength: 4000 psi
Report No.: 6
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: Vault slab-on-grade, sampled at 40'E/5'S of NW corner of slab.
Concrete Supplier: Southern Star Truck No: 8873 Ticket No: 943139
Mix Designation: 9349 Mix Strength: 4000 psi Batch Time: 09:30AM
Added Water: 10 Gals. Time Added: 10:25A Unit Wt.:
FIELD TEST DATA: Tested by:Louis J. DeRossi Time Sampled:10:30AM Slump:7.00 in.
Temperature - Air: 65° F Concrete: 70° F Air Content:l.00 % (P)
Sample Test Test cTuY~ Diameter Area Breaking Compr. Brk Break Review
No Date Age In. In.2 Load, lbs Str.,psi Typ by by
23757 11/09/2005 7 Lab 6.00 28.27 79872 2820 JBAI
23758 11/30/2005 28 Lab 6.00 28.27
23759 11/30/2005 28 Lab 6.00 28.27
23760 12/28/2005 56 Lab 6.00 28.27
~ampri~ pt that samples may have peas takas from the peginning of the Icad aft( · a minimum dischar approximatsly one cubic yard.
Cylinda' mo{ding and lab~'at~y curing iaw ASTM C31, compressive sb'ength test and break {ype iaw ASTM C39, slump law 0143, air content iaw ASTM C173 (V) or C231 (P),
temperature iaw ASTM C1064, and unit we~ht iaw ASTM C138. Cylinders are tested using unb~nped caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. Bre~ Types are classified as: Type 1, 2, 3, 4, 5, o~ 6 law C39-04a
FIELD CURING CONDITIONS:
Curing Box Insulated Cooled Ice
X No Curing Box Heated X Caps Other
Remarks:
Final Review By:
I'OI$1ILE Llii 2g-DRY'IT. ST BESILTS
JBA 1
Print Date: 11 / 10/2005