ST9905-LR070410
... ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TDA8
TO: City of Coppell
P.O. Box 9478
DATE: 04/10/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
A TTN: Ms. Carol Dye
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
132, 133, 134
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
iJ~t?~~
Davi~. Lewis, P.E.
Principal Engineer
L3~_
Eric L. Branch, C.E.T.
Project Manager
By:
Concrete Cylinders Strength Report
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_TEXAS
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
04/03/2008
3500 psi
132
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Paving, Eastbound Bethel, North side, from stations 61 +30 to 64+40, sampled
approximately sta 62+00
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478H
Added Water:
Truck No: 164
Mix Strength: 3500 pSI
Time Added:
Ticket No: 10
Batch Time: 07:20AM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 700 F
Time Sampled:07:45AM
Concrete: 720 F
Slump:4.00 in.
Air Content:3.50 % (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
39804 04/08/2008 5 Lab 4.00 12.56 50976 4060 3 ELBl
39805 04/1 0/2008 7 Lab 4.00 12.56 52832 4200 3 ELBl
39806 05/01/2008 28 Lab 4.00 12.56
39807 05/01/2008 28 Lab 4.00 12.56
39808 05/01/2008 28 Lab 4.00 12.56
39809 OS/2912008 56 Lab 4.00 12.56
Sampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginmng 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 law 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 law 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:
04/1 0/2008
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_TI!XAS
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: B
04/03/2008
3500 psi
133
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Paving, Eastbound Bethel, North side, from stations 61+30 to 64+40, sampled
approximately sta 63+00
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 161
Mix Strength: 3500 pSI
Time Added:
Ticket No: 90
Batch Time: 10:03AM
Unit Wt.:
FIELD TEST DATA: Tested by:Yaw B. Boaitey
Temperature - Air: 740 F
Time Sampled: 1 0:50AM
Concrete: 750 F
Slump:4.25 in.
Air Content:3.50 % (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
39810 04/0812008 5 Lab 4.00 12.56 57472 4570 3 ELBl
39811 04/10/2008 7 Lab 4.00 12.56 61696 4910 3 ELBl
39812 05/01/2008 28 Lab 4.00 12.56
39813 05/0112008 28 Lab 4.00 12.56
39814 05/01/2008 28 Lab 4.00 12.56
39815 OS/29/2008 56 Lab 4.00 12.56
. . . .
Sampling in accordance with (jaw) 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:
04/1 0/2008
~ ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
Concrete Cylinders Strength Report
_TDAS
Project:
Location:
Bethel Road - Coppel!
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: C
04/03/2008
3500 psi
134
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Paving, Eastbound Bethel, North side, from stations 61 +30 to 64+40, sampled
approximately sta 63+20
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 163
Mix Strength: 3500 pSI
Time Added:
Ticket No: 220
Batch Time: 11 :58AM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 750 F
Time Sampled:12:45PM
Concrete: 760 F
Slump:4.00 in.
Air Content:3.50 % (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
39816 04/08/2008 5 Lab 4.00 12.56 61600 4900 3 ELBl
39817 04/1 012008 7 Lab 4.00 12.56 60704 4830 3 ELBl
39818 05/01/2008 28 Lab 4.00 12.56
39819 05/01/2008 28 Lab 4.00 12.56
39820 05/01/2008 28 Lab 4.00 12.56
39821 OS/29/2008 56 Lab 4.00 12.56
. .
Sampling In accordance With (law) ASTM C172, except that samples may have been taken from the begmnrng 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 law 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:
04/1 0/2008