ST9905-LR070325
Concrete Cylinders Strength Report
~ ECS Texas, LLP
gs: 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
03/25/2008
3500 psi
129
Owner: City ofCoppell- Carol Dye
Arch.:
Struc. Eng.:
Placement Location: Box culvert floor slab,
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Cone. Contr.:
51 +00 to 52+00, sampled at approximatly 51 +90
Concrete Supplier: LMC
Mix Designation: 1701
Added Water:
Truck No: 50220
Mix Strength: 3600 pSI
Time Added:
Ticket No: 3426153
Batch Time: 01 :25PM
Unit Wt.:
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 700 F
Time Sampled:02:33PM
Concrete: 770 F
Slump: 5.00 in.
Air Content:l.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
39712 04/01/2008 7 Lab 4.00 12.56 48288 3840 ELBl
39713 04/01/2008 7 Lab 4.00 12.56 50144 3990 ELBl
39714 04/22/2008 28 Lab 4.00 12.56
39715 04/22/2008 28 Lab 4.00 12.56
39716 04/22/2008 28 Lab 4.00 12.56
39717 OS/20/2008 56 Lab 4.00 12.56
Sampling in accordance with (iaw) ASTM C172, exceplthat 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 Insulated
X No Curing Box Heated
Remarks: Box culvert slab 100ft east of north
east comer of minyards
(air content less than project
Cooled
X Caps
Ice
Other
Final Review By:
ELBl
Print Date:
04/01/2008
, .
CONCRETE, 6ROUT, A~d' MORTAR TESTS
LETTER .oF TRANSMITTAL
'" ECS Texas, LLP
E' 4950 Keller Springs Road, Suite 480
Addison, TX 75001
. (972) 392-3222
, LLP (FAX) 392-0102
===
TO: City ofCoppell
P.O. Box 9478
DATE: 03/25/2008
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:
118, 119
x
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
aJ~L
Davicf A. Lewis, P .E.
Principal Engineer
~3~
Eric L. Branch, C.E.T.
Project Manager
By:
Concrete Cylinders Strength Report
N ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480 .
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
TII!XA8
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 - Carol Dye
Arch.:
Struc. Eng.:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
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 J. 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 03/2512008 28 Lab ,4.00 12.56 71776 5710 ELBl
39206 03/25/2008 28 Lab 4.00 12.56 77056 6130 ELBl
39207 04/22/2008 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 M or C231 (P),
temperature iaw ASTM C1064, and unit weight iaw ASTM C136, 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:
/JJtf L
r
ELBl
Print Date:
03/25/2008
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 5061 Set Designation: B
Cast Date: 02/26/2008
Design Strength: 4000 psi
Report No.: 119
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0] 02
_TDAS
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Box culvert top, approximately 45' N of southern edge and 25' W of Eastern edge of slab
Concrete Supplier: LMC
Mix Designation: 1851
Added Water: 7 Gals.
Truck No: 1045
Mix Strength: 4000 psi
Time Added: 12:00PM
Ticket No:
Batch Time:
Unit Wt.:
7188978
11:19AM
FIELD TEST DATA: Tested by:Michael 1. Cochran
Temperature - Air: 460 F
Time Sampled:12:13PM
Concrete: 620 F
Slump: 8.50 in.
Air Content8.00 % (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
39208 03/04/2008 7 Lab 4.00 12.56 47808 3800 3 ELBl
39209 03/25/2008 28 Lab 4.00 12.56 64704 5150 ELBl
39210 03/25/2008 28 Lab 4.00 12.56 63232 5030 ELBl
39211 04/22/2008 56 Lab 4.00 12.56
. . . .
Sampling In accordance w~h (law) ASTM Cl72, 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),
temperabJre 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:
tJ~~-~
ELBl
Print Date:
03/25/2008