ST9905-LR070304
'" ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
u.P (FAX) 392-0102
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TI!XA8
TO: City of Coppell
P.O. Box 9478
DATE: 03/04/2008
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:
103,106
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
I!./er .L~
David A. Lewis, P .E.
Principal Engineer
~,~
By:
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
_11!XA8
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
City of Coppell - Rick O'Dell
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/04/2008
4000 psi
103
Owner:
Arch.:
Struc. Eng.:
Placement Location: Inlet, 200' West of Royal lane.
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Conc. Contr.:
Concrete Supplier: LMC
Mix Designation: 1701
Added Water:
Truck No: 5005
Mix Strength: 4000 pSI
Time Added:
Ticket No: 3243976
Batch Time: 04:55PM
Unit Wt.:
FIELD TEST DATA: Tested by:Jonathan E. Steiner
Temperature - Air: 700 F
Time Sampled:05:36PM
Concrete: 800 F
Slump:5.00 in.
Air Contentl.70 % (P)
Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review I
No Date Age Cure In. In.2 Load,lbs Str.,psi Typ by by
38750 02/11/2008 7 Lab 4.00 12.56 54224 4320 3 ELB1
38751 03/03/2008 28 Lab 4.00 12.56 65088 5180 ELBI
38752 03/03/2008 28 Lab 4.00 12.56 67488 5370 ELBI
38753 03/31/2008 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 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: .f)&...rI4/ ~.6 >
ELBI
Print Date:
03/04/2008
Concrete Cylinders Strength Report
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 7500]
(972) 392-3222
(FAX) 392-0102
_T1!XM
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: B
02/04/2008
4000 psi
106
Owner: City of Coppell - Rick O'Dell
Arch.:
Struc. Eng.:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Conc. Contr.:
Placement Location: decorative crosswalk at the entrance to Uline/Computron Buildings
Concrete Supplier: Southern Star
Mix Designation: 9363
Added Water:
Truck No: 3441
Mix Strength: 4000 pSI
Time Added:
Ticket No:
Batch Time:
Unit Wt.:
1193418
09:00AM
FIELD TEST DATA: Tested by: David L. Hunt
Temperature - Air: 740 F
Time Sampled:09:35AM
Concrete: 680 F
Slump:OAO in.
Air Content:2.20 % (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
38839 02/1112008 7 Lab 4.00 12.56 46368 3690 3 ELB1
38840 03/03/2008 28 Lab 4.00 12.56 59744 4750 ELB1
38841 03/03/2008 28 Lab 4.00 12.56 61184 4870 ELB1
38842 03/31/2008 56 Lab 4.00 12.56
Sampling in accordance with (iaw) ASTM C 172, 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 C1 064, 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:
;JJ~ :L~
ELB1
Print Date:
03/04/2008
N 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
TI!XAS
TO: City of Coppell
P.O. Box 9478
DATE: 03/04/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
A TTN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
104, 118
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
J2/~.i-~
David A. Lewis, P .E.
Principal Engineer
~3~
Eric L. Branch, C.E.T.
Project Manager
By:
~ ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_T1!XAS
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/05/2008
3600 psi
104
Owner: City of Coppell - Rick O'Dell
Arch.:
Struc. Eng.:
Placement Location: Middle of box culvert wall at sta 57+00
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Conc. Contr.:
Concrete Supplier: LMC
Mix Designation: 1701
Added Water:
Truck No: 7025
Mix Strength: 3600 pSI
Time Added:
Ticket No: 7188080
Batch Time: 03:00PM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 700 F
Time Sampled:03 :45PM
Concrete: 650 F
Slump: 5.00 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
38762 02/12/2008 7 Lab 4.00 12.56 59584 4740 3 ELB1
38763 03/04/2008 28 Lab 4.00 12.56 87200 6940 5 ELB1
38764 03/04/2008 28 Lab 4.00 12.56 84000 6680 3 ELB1
38765 04/01/2008 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 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:
X Curing Box Insulated
No Curing Box Heated
Remarks: middle wall at Sta. 57 + 00
Cooled
X Caps
Ice
Other
Final Review By:
~a/~ L
r
ELB1
Print Date:
03/04/2008
Concrete Cylinders Strength Report
N ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_'TI!XAS
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/26/2008
3600 psi
118
Owner: City of Coppell - Rick O'Dell Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Paving, approximately 60' S of center island of Royal at Bethel intersection.
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478H
Added Water:
Truck No: 166
Mix Strength: 3600 pSI
Time Added:
Ticket No:
Batch Time: 09:05AM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael 1. Cochran
Temperature - Air: 500 F
Time Sampled:09:45AM
Concrete: 620 F
Slump: 6.00 in.
Air Content:4.80 % (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
39204 03/04/2008 7 Lab 4.00 12.56 61056 4860 3 ELBl
39205 03/25/2008 28 Lab 4.00 12.56
39206 03/25/2008 28 Lab 4.00 12.56
39207 04/22/2008 56 Lab 4.00 12.56
. . . .
Sampling in accordance with (iaw) ASTM C172, except thaI 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:
03/04/2008