ST9905-LR080131
-, ECS Texas, LLP
!&: .. 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX)392-0102
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TIDCA8
TO: City ofCoppell
P.O. Box 9478
DATE: 01/31/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
ATTN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
Weare enclosing:
X Attached
Materials Engineering Division Concrete Reports:
92,93,94
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
d/q;L
D<<Vid A. Lewis, P .E.
Principal Engineer
~ 4'~ ~.r
Ton>, 4aser, P.E.
Semor Project Engineer
By:
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
01/2412008
3600 psi
92
Owner: City of Coppell - Rick O'Dell
Arch.:
Struc. Eng.:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Conc. Contr.:
Placement Location: paving: paving at station 33+ 10 for leave outs
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478H
Added Water:
Truck No:
Mix Strength: 3600 pSI
Time Added:
Ticket No:
Batch Time: 12:06PM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael J. Cochran
Temperature - Air: 420 F
Time Sampled:12:30PM
Concrete: 600 F
Slump: 3.75 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
38516 01/31/2008 7 Lab 4.00 12.56 76320 6070 3 FA
38517 02/21/2008 28 Lab 4.00 12.56
38518 02/21/2008 28 Lab 4.00 12.56
38519 03/2012008 56 Lab 4.00 12.56
Samplng in accordance with (iaw) ASTM C172, except that 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 M 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:
ELBl
Print Date:
01/31/2008
~ ECS Texas, LLP
E. 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: B
01/24/2008
3600 psi
93
Owner: City of Coppell - Rick O'Dell
Arch.:
Struc. Eng.:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Conc. Contr.:
Placement Location: paving: leave out paving for station 59 + 05
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478H
Added Water:
Truck No:
Mix Strength: 3600 psi
Time Added:
Ticket No:
Batch Time: 02:04PM
Unit Wt.:
FIELD TEST DATA: Tested by:Michael 1. Cochran
Temperature - Air: 450 F
Time Sampled:02:24PM
Concrete: 600 F
Slump:4.50 in.
Air Content:4.20 % (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
38520 01/31/2008 7 Lab 4.00 12.56 78048 6210 3 FA
38521 02/21/2008 28 Lab 4.00 12.56
38522 02/21/2008 28 Lab 4.00 12.56
38523 03/20/2008 56 Lab 4.00 12.56
. . . .
SampUng in accordance With Oaw) 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 contentiaw 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:
ELB1
Print Date:
01/31/2008
~ ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: C
01/24/2008
4500 psi
94
Owner: City of Coppell - Rick O'Dell Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Curb and gutte: storm drains at stations 41 + 26.08 and 44 +50, 60+00
Concrete Supplier: Southern Star
Mix Designation: 9361
Added Water:
Truck No: 948
Mix Strength: 4500 pSi
Time Added:
Ticket No: 1185929
Batch Time: 02:25PM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael J. Cochran
Temperature - Air: 430 F
Time Sampled:03:20PM
Concrete: 570 F
Slump: 3.50 in.
Air Content:2.00 % (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
38524 01/31/2008 7 Lab 4.00 12.56 76704 6100 3 FA
38525 02/21/2008 28 Lab 4.00 12.56
38526 02/21/2008 28 Lab 4.00 12.56
38527 03/20/2008 56 Lab 4.00 12.56
Samplng 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 C23l (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 dassified 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:
ELB1
Print Date:
01/31/2008