ST9905-LR070320
'" ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0 I 02
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TI!XA8
TO: City of Coppell
P.O. Box 9478
DATE: 03/20/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
ATTN: Ms. Carol Dye
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
112, 113, 126
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
By:
.....,....,''-'''',,'1:
_~~~:\'C. OF 1[.' III,
,:-- ,,\'- .,d'--""~-1 ".
:- 0,/ *' "".,<S'. '"
i:~-- .....:-,*;\.
~ ~R..';.:,:;.;.;.,."":
M~rk. R. to~,P:f~f' :'1ri~10 2008
Prmclpal Er&!J.1eer9 db i i ,4j f
~, 0";',. (ICcc,("C'-' '",,'.f.r:;
I~I ~'<::" ,.., ,'" , ,0:' _.;'
Il,,'S/GNA\.. 't"._---
ll\\\\V\ "",............
~c(3~
Eric L. Branch, C.E.T.
Project Manager
Concrete Cylinders Strength Report
.. ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
I~
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/20/2008
3600 psi
112
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Box culvert floor, sampled from 10' E and 6' S from NW comer
Concrete Supplier: LMC
Mix Designation: 1701
Added Water:
Truck No: 966
Mix Strength: 3600 pSI
Time Added:
Ticket No: 3244822
Batch Time: 09:15AM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael 1. Cochran
Temperature - Air: 630 F
Time Sampled:09:57 AM
Concrete: 660 F
Slump:5.25 in.
Air Content:4.00 % (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
39042 02/27/2008 7 Lab 4.00 12.56 59872 4760 ELBl
39043 03/19/2008 28 Lab 4.00 12.56 73120 5820 4 ELBl
39044 03/19/2008 28 Lab 4.00 ]2.56 77472 6170 5 ELBl
39045 04/] 6/2008 56 Lab 4.00 12.56
. . . .
Sampling In accordance With (law) ASTM C172, exceptlhat samples may have been laken from the beginning of the load after a minimum discharge of approximately one cubiC yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P),
temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using un bonded 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 iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
Ice
Other
Final Review By:--
~
< ~ ,----
ELBl
Print Date:
03/20/2008
Concrete Cylinders Strength Report
" ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
I DAB
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: B
02/2012008
3600 psi
113
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Driverway, sampled N side of driveway 2' S & 2' E ofNW comer
Concrete Supplier: Southern Star
Mix Designation: 7795
Added Water:
Truck No: 84
Mix Strength: 3600 pSI
Time Added:
Ticket No: 1205916
Batch Time: 01 :30PM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael 1. Cochran
Temperature - Air: 670 F
Time Sampled:Ol :55PM
Concrete: 750 F
Slump:7.00 in.
Air Content:5.00 % (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
39046 02/27/2008 7 Lab 4.00 12.56 76480 6090 ELBl
39047 03/19/2008 28 Lab 4.00 12.56 89324 7110 3 ELBl
39048 03/19/2008 28 Lab 4.00 12.56 92192 7340 3 ELBl
39049 04/16/2008 56 Lab 4.00 12.56
Sampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P),
temperature iaw ASTM Cl064, 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 1,2,3,4,5, or 6 iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
Ice
Other
Final Review By:
~7
ELBl
Print Date:
03/20/2008
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_T1!XA8
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
03/12/2008
4000 psi
126
Owner: City of Coppell - Carol Dye
Arch.:
Struc. Eng.:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Cone. Contr.:
Placement Location: East driveway for CiCi's warehouse, stamped concrete
Concrete Supplier: Southern Star
Mix Designation: 9363
Added Water: 20 Gals.
Truck No: 1043
Mix Strength: 4000 psi
Time Added: 10:30A
Ticket No: 1218052
Batch Time: 09:45AM
Unit Wt.:
FIELD TEST DATA: Tested by:Jonathan E. Steiner
Temperature - Air: 700 F
Time Sampled:l0:45AM
Concrete: 780 F
Slump:4.00 in.
Air Content:3.30 % (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
39433 03/19/2008 7 Lab 4.00 12.56 60352 4800 3 ELB1
39434 04/09/2008 28 Lab 4.00 12.56
39435 04/09/2008 28 Lab 4.00 12.56
39436 05/07/2008 56 Lab 4.00 12.56
. . . .
Sampling In accordance With (law) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw 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 1, 2, 3, 4, 5, or 6 iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
Ice
Other
Final Review By:
ELBl
Print Date:
03/20/2008