ST9905-LR070324
"' 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
TD:A8
TO: City of Coppell
P.O. Box 9478
DATE: 03/24/2008
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:
114,115, 117, 116, 127, 128
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
By:
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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) 392-0 102
_T1!XAS
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/21/2008
3600 psi
114
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Box culvert wans, sampled from the South center wall
Concrete Supplier: LMC
Mix Designation: 170 I
Added Water: 10 Gals.
Truck No: 7006
Mix Strength: 3600 pSI
Time Added:
Ticket No: 6323418
Batch Time: 10:15AM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael 1. Cochran
Temperature - Air: 450 F
Time Sampled:ll:15AM
Concrete: 660 F
Slump:6.25 in.
Air Content:5.40 % (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
39100 02/28/2008 7 Lab 4.00 12.56
39101 03/21/2008 29 Lab 4.00 12.56 75904 6040 5 ELBl
39102 03/21/2008 29 Lab 4.00 12.56 74336 5920 5 ELBl
39103 04/1 7/2008 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 (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:--
~~
c~ .
ELBl
Print Date:
03/24/2008
Concrete Cylinders Strength Report
~ 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: E
02/21/2008
3600 psi
115
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Driveway, 50' East of Royal on Bethel Road
Concrete Supplier: Southern Star
Mix Designation: 7795
Added Water:
Truck No: 948
Mix Strength: 3600 pSI
Time Added:
Ticket No: 1206561
Batch Time: 12:20PM
Unit Wt.:
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 500 F
Time Sampled:O 1 :OOPM
Concrete: 550 F
Slump:4.00 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
39108 02/28/2008 7 Lab 4.00 12.56 68416 5440 ELBl
39109 03/20/2008 28 Lab 4.00 12.56 92640 7370 4 ELBl
39110 03/20/2008 28 Lab 4.00 12.56 96800 7700 3 ELBl
39111 04/17/2008 56 Lab 4.00 12.56
. . . .
Sampling In accordance With (law) ASTM C172. except that samples may have been taken from the begmnlng 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 conlent 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:
~~.._-
ELB1
Print Date:
03/24/2008
Concrete Cylinders Strength Report
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_TEXAS
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/22/2008
3600 psi
117
Owner: City of Coppell - Carol Dye
Arch.:
Struc. Eng.:
Placement Location: Box culvert walls, North wall,
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Conc. Contr.:
Concrete Supplier: LMC
Mix Designation: 1701
Added Water:
Truck No: 7069
Mix Strength: 3600 pSI
Time Added:
Ticket No: 3244961
Batch Time: 11:37 AM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael J. Cochran
Temperature - Air: 440 F
Time Sampled:12:27PM
Concrete: 610 F
Slump: 5.25 in.
Air Content:5.70 % (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
39124 02/29/2008 7 Lab 4.00 12.56 56064 4460 3 ELBl
39125 03/21/2008 28 Lab 4.00 12.56 80544 6410 5 ELBl
39126 03/21/2008 28 Lab 4.00 12.56 77184 6140 3 ELBl
39127 04/18/2008 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:
Curing Box
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
Ice
Other
~
~
Final Review By:
ELBI
Print Date:
03/24/2008
Concrete Cylinders Strength Report
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 7500]
(972) 392-3222
(FAX)392-0 ] 02
_T1!XA8
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: B
02/22/2008
3600 psi
116
Owner:
Arch.:
Struc. Eng.:
Placement Location: Approach to
box
City of Coppell - Carol Dye
Client:
Gen. Contr.:
Conc. Contr.:
CiCi's, approximately 20' E from Wedge of drive and 5' S of dyed concrete
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: Southern Star
Mix Designation: 7795
Added Water:
Truck No: 32
Mix Strength: 3600 psi
Time Added:
Ticket No: 1207624
Batch Time: 12:34PM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael 1. Cochran
Temperature - Air: 590 F
Time Sampled:O 1 :05PM
Concrete: 650 F
Slump: 6.00 in.
Air Content:4.70 % (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
39116 02/29/2008 7 Lab 4.00 12.56 50752 4040 3 ELBl
39117 03/21/2008 28 Lab 4.00 12.56 79904 6360 3 ELBl
39118 03/21/2008 28 Lab 4.00 12.56 78688 6260 3 ELBl
39119 04/18/2008 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 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:
___~:~:~C>
<<-~...------ .,,~---'"
ELBl
Print Date:
03/24/2008
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
Concrete Cylinders Strength Report
_TEXAS
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
03/14/2008
3600 psi
127
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Box culvert walls, sampled at the middle wall of box culvet @ Sta. 34 + 00
Concrete Supplier: LMC
Mix Designation: 1701
Added Water:
Truck No: 7024
Mix Strength: 3600 pSI
Time Added:
Ticket No: 7189556
Batch Time: 08:00AM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 670 F
Time Sampled:08:45AM
Concrete: 640 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
39527 03/21/2008 7 Lab 4.00 12.56 56096 4460 5 ELBl
39528 04/11/2008 28 Lab 4.00 12.56
39529 04/1112008 28 Lab 4.00 12.56
39530 05/09/2008 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 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 Insulated
X No Curing Box Heated
Remarks: middle wall of box culvet @ Sta. 34
+ 00
Cooled
X Caps
Ice
Other
Final Review By:
ELBl
Print Date:
03/24/2008
'. ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_TI!XAtI
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: B
03/1412008
4000 psi
128
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Stamped concrete at the intersection of Royal Lane and Bethel Rd.
Concrete Supplier: LMC
Mix Designation: 9363
Added Water:
Truck No: 84
Mix Strength: 4000 pSI
Time Added:
Ticket No: 1220436
Batch Time: 09:00AM
Unit Wt.:
FIELD TEST DATA: Tested by: Yaw B. Boaitey
Temperature - Air: 720 F
Time Sampled:09:45AM
Concrete: 660 F
Slump:4.50 in.
Air Content:3.80 % (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
39531 03/21/2008 7 Lab 4.00 12.56 49216 3920 5 ELBl
39532 04/1112008 28 Lab 4.00 12.56
39533 04/1112008 28 Lab 4.00 12.56
39534 05/09/2008 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 (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: Stamped @ the intersection of Royal
Ln and Bethel Rd.
Cooled
X Caps
Ice
Other
Final Review By:
ELBl
Print Date:
03/24/2008