ST9905-LR080122
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Date:
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"ECS Mailroom" <ecsmailroom19@ecslimited.com>
<rodell@ci.coppel!.tx.us>, <rcaudill@tiseopaving.com>
1/22/2008 5:46 PM
ECS E-Mail: Bethel Road - Cop pel! Concrete Break Reports Sent: 01/22/2008
C00092915M.pdf
Attached are: Bethel Road - Coppell Concrete Break Reports
Report Number/s included: 63,64, 65, 66, 67, 68
If you have any questions or concerns regarding this report, DO NOT REPLY TO THIS AUTOMATED
E-MAIL.
Please contact:
Eric L. Branch, C.E.T.
Project Manager
Main Number: 972.392.3222
E-Mail: mailto:EBranch@ecslimited.com
OR
David A. Lewis, P.E.
Principal Engineer
Main Number: 972.392.3222 Extension: 123
E-Mail: mailto:DLewis@ecslimited.com
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.. 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
TI!XA8
TO: City ofCoppell
P.O. Box 9478
DATE: 0112212008
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:
63,64,65,66,67,68
x
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
fJJt:7' :t:~
DavicrA.. Lewis, P .E. ~
Principal Engineer
~ c:3~d---
Eric L. Branch, C.E.T.
Project Manager
By:
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 7500 I
(972) 392-3222
(FAX) 392-0102
Project : 5061
Cast Date:
Design Strength:
Report No.:
Concrete Cylinders Strength Report
Set Designation: A
01/14/2008
3600 psi
63
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, Bethel Rd. @ between stations 44+00 and 45+00
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 162
Mix Strength: 3600 psi
Time Added:
Ticket No:
Batch Time: 11:13AM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael J. Cochran
Temperature - Air: 620 F
Time Sampled:ll:35AM
Concrete: 650 F
Slump:2.50 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
38292 01/21/2008 7 Lab 4.00 12.56 69824 5560 3 ELBl
38293 02/1112008 28 Lab 4.00 12.56
38294 02/1112008 28 Lab 4.00 12.56
38295 03/10/2008 56 Lab 4.00 12.56
. . . .
Sampfing III accordance with (law) ASTM C172, except that samples may have been taken from the beglnmng of the load after a mlmmum discharge of approximately one cubic yard.
Cylinder molding and taboratoly curing iaw ASTM C31, compressive strength test and brllll type law ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P),
temperature iaw ASTM C1064, and unit weight iaw ASTM C138. CyUnders are tasted usinD unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar jaw 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:
01122/2008
ECS Texas, LLP
4950 Keller Springs Road, Suite 480
Addison, TX 7500]
(972) 392-3222
(FAX) 392-0102
Project : 5061
Cast Date:
Design Strength:
Report No.:
Concrete Cylinders Strength Report
Set Designation: B
01/14/2008
3600 psi
64
gs:
,.1lIAM
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: Paving, Bethel Rd. between stations 42+00 and 43+00
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 163
Mix Strength: 3600 psi
Time Added:
Ticket No:
Batch Time: 12:12PM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael 1. Cochran
Temperature - Air: 620 F
Time Sampled:12:38PM
Concrete: 670 F
Slump:2.00 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
38296 01/21/2008 7 Lab 4.00 12.56 84128 6690 3 ELBl
38297 02/11/2008 28 Lab 4.00 12.56
38298 02/11/2008 28 Lab 4.00 12.56
38299 03/1 0/2008 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 Cl43. 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:
ELBI
Print Date:
01/22/2008
Concrete Cylinders Strength Report
~ ECS Texas, LLP
E 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0] 02
_TIIXAlI
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: C
01/14/2008
3600 psi
65
Owner: City of Coppell - Rick O'Dell Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Paving, bethel Rd. between stations 41 +00 and 42+00
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 166
Mix Strength: 3600 pSI
Time Added:
Ticket No:
Batch Time: 12:56PM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael 1. Cochran
Temperature - Air: 620 F
Time Sampled:O 1 :27PM
Concrete: 650 F
Slump: 3.50 in.
Air Content=4.50 % (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
38300 01/21/2008 7 Lab 4.00 12.56 69536 5530 3 ELB1
38301 02/11/2008 28 Lab 4.00 12.56
38302 02/11/2008 28 Lab 4.00 12.56
38303 03/10/2008 56 Lab 4.00 12.56
Sampling in accordance with Qaw) 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 laboratoly curing iaw ASTM C3l. compressive strength test and break type iaw ASTM C39, slump law C143, air content iaw ASTM C173 (V) or C23l {Pl.
temperature iaw ASTM Cl064, and unit weight iaw ASTM C138. Cylinders are tested usint unbonded caps iaw ASTM C123l or are capped using sulphur
mortar jaw 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:
01/22/2008
.
~
ECS Texas, LLP
4950 Keller Springs Road, Suite 480
Addison, TX 7500 I
(972) 392-3222
(FAX) 392-0102
Concrete Cylinders Strength Report
TIIXAlI
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project : 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: D
01/14/2008
3600 psi
66
Owner: City of Coppell - Rick O'Dell Client: City of Coppell - Kenneth M. Griffm,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Paving, Bethel Rd. between stations 40+00 and 41 +00
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 162
Mix Strength: 3600 psi
Time Added:
Ticket No:
Batch Time: 01:38PM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael J. Cochran
Temperature - Air: 630 F
Time Sampled:02: 10PM
Concrete: 670 F
Slump:2.00 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
38304 01/21/2008 7 Lab 4.00 12.56 79264 6310 3 ELBI
38305 02/11/2008 28 Lab 4.00 12.56
38306 02/11/2008 28 Lab 4.00 12.56
38307 03/1 0/2008 56 Lab 4.00 12.56
Sampling in ac:cordlI1ce with (jaw) ASTM C171., except that samples may have been taken from the beginning of the load after a minimum discharge of approximalefy one cubic yard.
Cylinder molding and laboratOly curing iaw ASTM C31, compressive strength lest and break type jaw ASTM C39, slump iaw C143, air content iaw ASTM C173 M or C231 (P),
temperature jaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested usil'4l 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:
ELBI
Print Date:
01/2212008
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
.~
Project: 5061
Cast Date:
Design Strength:
Report No.:
Concrete Cylinders Strength Report
Set Designation: E
01/14/2008
3600 psi
67
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, Bethel Rd, between stations 37+00 and 38+00
City of Coppell - Kenneth M. Griffm,
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 163
Mix Strength: 3600 psi
Time Added:
Ticket No:
Batch Time: 02: 17PM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael J. Cochran
Temperature - Air: 600 F
Time Sampled:02:40PM
Concrete: 670 F
Slump:3.25 in.
Air Content:5.00 % (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
38308 01/21/2008 7 Lab 4.00 12.56 80672 6420 3 ELBl
38309 02/11/2008 28 Lab 4.00 12.56
38310 02/11/2008 28 Lab 4.00 12.56
38311 03/1 0/2008 56 Lab 4.00 12.56
Sa U in accordance with iaw ASTM C172 exce t that sam les m have been takllA from the b inni of the load after a minimum discha e of roximatel one cubic ard.
mpng ( ) ,p p ay eg ng rg app y y
CyUnder 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 (Pl,
temperature iaw ASTM C1064, and unit weight iaw ASTM C138. CyUnders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar law 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:
01/22/2008
'. ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0] 02
IIDC'Aa
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: F
0111412008
3600 psi
68
Owner: City of Coppell - Rick O'Dell Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Paving, Bethel Rd. between stations 34+00 and 35+00
Concrete Supplier: Tiseo Paving Company
Mix Designation: 2478M
Added Water:
Truck No: 166
Mix Strength: 3600 pSI
Time Added:
Ticket No:
Batch Time: 03 :03PM
Unit Wt.:
FIELD TEST DATA: Tested by:Michael 1. Cochran
Temperature - Air: 650 F
Time Sampled:03 :36PM
Concrete: 700 F
Slump:2.00 in.
Air Content=4.50 % (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
38312 01/21/2008 7 Lab 4.00 12.56 80352 6390 3 ELB1
38313 02/11/2008 28 Lab 4.00 12.56
38314 02/11/2008 28 Lab 4.00 12.56
38315 03/1 0/2008 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 laboratofy curing iaw ASTM C31, compressive strength test and br8Ik type iaw ASTM C39. s1~ iaw C143. air content iaw ASTM C173 M or C231 (P).
temperature iaw ASTM C1064. and unit weight iaw ASTM C138. Cyfinders 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:
01/22/2008