ST9905-LR080205
.. ECS Texas, LLP
E.. ...... ., 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
~
TO: City ofCoppell
P.O. Box 9478
DATE: 0210512008
RE: Bethel Road - Coppell
Coppell, TX 75019
ATTN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
95
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
;2/R/ d-~
David A. Lewis, P .E.
Principal Engineer
~((~
Eric L. Branch, C.E.T.
Project Manager
By:
Concrete Cylinders Strength Report
Owner:
Arch.:
Struc. Eng.:
Bethel Road - Coppell
Bethel Road, Coppell, TX
City of Coppell - Rick O'Dell
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
01/28/2008
4500 psi
95
Project:
Location:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Cone. Contr.:
Placement Location: Curb and gutter, storm drain at station 36 + 52.12
Concrete Supplier: Southern Star
Mix Designation: 9361
Added Water:
Truck No: 86
Mix Strength: 4500 pSI
Time Added:
Ticket No: 1755538
Batch Time: 02:10PM
Unit Wt.:
FIELD TEST DATA: Tested by:Michael J. Cochran
Temperature - Air: 620 F
Time Sampled:02:45PM
Concrete: 650 F
Slump:3.25 in.
Air Content:3.60 % (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
38588 02/04/2008 7 Lab 4.00 12.56 57504 4580 ELBl
38589 02/25/2008 28 Lab 4.00 12.56
38590 02/25/2008 28 Lab 4.00 12.56
38591 03/24/2008 56 Lab 4.00 12.56
Sampling in accordance with (iaw) ASTM C172, exceptlhat 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 breI!< type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 M 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 jaw 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:
02/05/2008
.... 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
.1IXA8
TO: City of Coppell
P.O. Box 9478
DATE: 02/05/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
A TTN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
Weare enclosing:
X Attached
Materials Engineering Division Concrete Reports:
97,96,98,99
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
~{~~.~
Principal Engineer
~C(~
Eric L. Branch, C.E.T.
Project Manager
By:
~ ECS Texas, LLP
E. 4950 Keller Springs Road, Suite 480
Addison, IX 75001
(972) 392-3222
(FAX) 392-0102
Project : 5061
Cast Date:
Design Strength:
Report No.:
Concrete Cylinders Strength Report
Set Designation: B
01/2912008
3000 psi
96
Project: Bethel Road - Coppell
Location: Bethel Road, Coppell, TX
Owner: City of Coppell - Rick O'Dell Client:
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Paving, approach 400' West of Freeport Parkway.
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: Southern Star
Mix Designation: 7782
Added Water:
Truck No: 923
Mix Strength: 3600 pSI
Time Added:
Ticket No: 1188824
Batch Time: 11 :55AM
Unit Wt.:
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 600 F
Time Sampled:12:23PM
Concrete: 700 F
Slump:4.00 in.
Air Content:3.00 % (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
38628 02/05/2008 7 Lab 4.00 12.56 55372 4410 ELBl
38629 02/26/2008 28 Lab 4.00 12.56
38630 02/26/2008 28 Lab 4.00 12.56
38631 03/25/2008 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 M 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
Coo led
X Caps
Ice
Other
Final Review By:
ELBl
Print Date:
02/05/2008
ECS Texas, LLP
4950 Keller Springs Road, Suite 480
Addison, TX 7500 I
(972) 392-3222
(FAX) 392-0102
Concrete Cylinders Strength Report
E
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
01/29/2008
4000 psi
97
Owner: City of Coppell - Rick O'Dell
Arch.:
Struc. Eng.:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Conc. Contr.:
Placement Location: Decrotive paving (stamped concrete) 10' East of Royal lane on Bethel Road
Concrete Supplier: Southern Star
Mix Designation: 9363
Added Water:
Truck No: 905
Mix Strength: 4000 psi
Time Added:
Ticket No: 1188634
Batch Time: 10:34AM
Unit Wt.:
FIELD TEST DATA: Tested by:Jonathan E. Steiner
Temperature - Air: 600 F
Time Sampled:ll: 15AM
Concrete: 680 F
Slump: 5.00 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
38632 02/05/2008 7 Lab 4.00 12.56 43296 3450 ELBl
38633 02/26/2008 28 Lab 4.00 12.56
38634 02/26/2008 28 Lab 4.00 12.56
38635 03/25/2008 56 Lab 4.00 12.56
. . . .
Sampfing 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 M 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:
02/05/2008
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 5061 Set Designation: C
Cast Date: 01/29/2008
Design Strength: 4000 psi
Report No.: 98
., ECS Texas, LLP
E 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
.~
Owner: City of Coppell - Rick O'Dell Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Inlet top, 50 ft west of Royal Lane on Bethel Road
Concrete Supplier: Southern Star
Mix Designation: 9361
Added Water:
Truck No: 84
Mix Strength: 4500 psi
Time Added:
Ticket No: 1189092
Batch Time: 02:00PM
Unit Wt.:
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 530 F
Time Sampled:02:35PM
Concrete: 630 F
Slump: 5.00 in.
Air Content:2.80 % (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
38636 02/05/2008 7 Lab 4.00 12.56 54432 4330 ELBl
38637 02/26/2008 28 Lab 4.00 12.56
38638 02/26/2008 28 Lab 4.00 12.56
38639 03/25/2008 56 Lab 4.00 12.56
SampUng 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 law ASTM C31, compressive strength test and break type iaw ASTM C39. slump iaw C143. air contentiaw 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 Ca17. Break Types are classified as: Type 1,2.3.4.5. or a 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:
02/05/2008
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 7500]
(972) 392-3222
(FAX) 392-0]02
Project: 5061
Cast Date:
Design Strength:
Report No.:
Concrete Cylinders Strength Report
Set Designation: D
01/29/2008
3600 psi
99
Project: Bethel Road - Coppell
Location: Bethel Road, Coppell, TX
Owner: City of Coppell - Rick O'Dell Client:
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Box Culvert Walls, box culverts 300 ft west of \Freeport on Bethel
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: Southern Star
Mix Designation: 1851
Added Water:
Truck No: 978
Mix Strength: 3600 psi
Time Added:
Ticket No: 324727
Batch Time: 04:07PM
Unit Wt.:
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 500 F
Time Sampled:04:34PM
Concrete: 560 F
Slump: 5.00 in.
Air Content:} .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
38640 02/05/2008 7 Lab 4.00 12.56 43488 3460 ELBl
38641 02/26/2008 28 Lab 4.00 12.56
38642 02/26/2008 28 Lab 4.00 12.56
38643 03/25/2008 56 Lab 4.00 12.56
. . . .
SampDng In accordance with (1lIW) 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 M 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 law Cel? Break Types are classified as: Type 1, 2, 3, 4, 5, or e 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:
02/05/2008