ST9905-LR080227
... 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
TI!XA8
TO: City ofCoppell
P.O. Box 9478
DA TE: 02/27/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
A TTN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
Weare enclosing:
X Attached
X Materials Engineering Division Concrete Reports:
95,96,98,99, 110, III
x
X
For Your Use
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
;/a/ q;{:
~id A. Lewis, PR
Principal Engineer
~((~
Eric L. Branch, C.E.T.
Project Manager
By:
Concrete Cylinders Strength Report
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
01/28/2008
4500 psi
95
Owner:
Arch.:
Struc. Eng.:
Placement Location: Curb and gutter,
Client:
Gen. Contr.:
Conc. Contr.:
storm drain at station 36 + 52.12
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: Southern Star
Mix Designation: 9361
Added Water:
Truck No: 86
Mix Strength: 4500 psi
Time Added:
Ticket No: 1755538
Batch Time: 02:10PM
Unit Wt.:
FIELD TEST DATA: Tested by:Michael J. Cochran
Temperature - Air: 620 F
Time Sampled:02:45PM
Concrete: 650 F
Slump:3.25 in.
Air Content:3.60 % (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
38588 02/04/2008 7 Lab 4.00 12.56 57504 4580 ELB1
38589 02/25/2008 28 Lab 4.00 12.56 73760 5870 2 ELB1
38590 02/25/2008 28 Lab 4.00 12.56 75808 6030 2 ELB1
38591 03/24/2008 56 Lab 4.00 12.56
. . . .
SampHng In accordance W111l (law) ASTM C172, except lIlat 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 streng III 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 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:
I2J~ L
r
ELBI
Print Date:
02/27/2008
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 5061 Set Designation: B
Cast Date: 01/29/2008
Design Strength: 3000 psi
Report No.: 96
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
,1IXAa
Owner: City of Coppell - Rick O'Dell Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Paving, approach 400' West of Freeport Parkway.
Concrete Supplier: Southern Star
Mix Designation: 7782
Added Water:
Truck No: 923
Mix Strength: 3600 pSI
Time Added:
Ticket No: 1188824
Batch Time: 11 :55AM
Unit Wt.:
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 600 F
Time Sampled:12:23PM
Concrete: 700 F
Slump:4.00 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
38628 02/05/2008 7 Lab 4.00 12.56 55372 4410 ELBl
38629 02/26/2008 28 Lab 4.00 12.56 85024 6770 4 ELBl
38630 02/26/2008 28 Lab 4.00 12.56 76960 6120 5 ELBl
38631 03/25/2008 56 Lab 4.00 12.56
Sampting in accordance willi (iaw) ASTM C172, excepllhat 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 cm 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 jaw C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 law C39-04a
FIELD CURING CONDITIONS:
Curing Box
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
Ice
Other
Final Review By:
aJd
r
ELBl
Print Date:
02/27/2008
Concrete Cylinders Strength Report
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
..AM
Project : 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: C
01/29/2008
4000 psi
98
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: Inlet top, 50 ft west of Royal Lane on Bethel Road
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: Southern Star
Mix Designation: 9361
Added Water:
Truck No: 84
Mix Strength: 4500 pSI
Time Added:
Ticket No: 1189092
Batch Time: 02:00PM
Unit Wt.:
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 530 F
Time Sampled:02:35PM
Concrete: 630 F
Slump: 5.00 in.
Air Content:2.80 % (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
38636 02/05/2008 7 Lab 4.00 12.56 54432 4330 ELBl
38637 02/26/2008 28 Lab 4.00 12.56 81920 6520 4 ELBl
38638 02/26/2008 28 Lab 4.00 12.56 76544 6090 4 ELBl
38639 03/25/2008 56 Lab 4.00 12.56
. . . .
Sampling III 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 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
FffiID Review By: t/ q ;:{. .
ELBl
Print Date:
02/27/2008
Concrete Cylinders Strength Report
Owner:
Arch.:
Struc. Eng.:
Bethel Road - Coppell
Bethel Road, Coppell, TX
City of Coppell - Rick O'Dell
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: D
01/29/2008
3600 psi
99
Project:
Location:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Conc. Contr.:
Placement Location: Box Culvert Walls, box culverts 300 ft west of Freeport on Bethel
Concrete Supplier: Southern Star
Mix Designation: 1851
Added Water:
Truck No: 978
Mix Strength: 3600 pSi
Time Added:
Ticket No: 324727
Batch Time: 04:07PM
Unit Wt.:
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 500 F
Time Sampled:04:34PM
Concrete: 560 F
Slump: 5.00 in.
Air Content:} .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
38640 02/05/2008 7 Lab 4.00 12.56 43488 3460 ELB1
38641 02/26/2008 28 Lab 4.00 12.56 76992 6130 4 ELB1
38642 02/26/2008 28 Lab 4.00 12.56 65472 5210 5 ELB1
38643 03/25/2008 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 law ASTM C31. compressive strength test and brelk type iaw ASTM C39. slump iaw C143. air content iaw ASTM C173 (II) or C231 (Pl.
temperature jaw 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
FinID Review By: fi.; q ;i. o.
ELB1
Print Date:
02/27/2008
Owner:
Arch.:
Struc. Eng.:
Bethel Road - Coppell
Bethel Road, Coppell, TX
City of Coppell - Rick O'Dell
Concrete Cylinders Strength Report
Project: 5061 Set Designation: A
Cast Date: 02/1812008
Design Strength: 4000 psi
Report No.: 110
~ ECS Texas, LLP
E 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
Project:
Location:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Cone. Contr.:
Placement Location: Elevated slab box culvert roof, sampled 10' S x 10' E from NW comer
Concrete Supplier: LMC
Mix Designation: 1851
Added Water: 8 Gals.
Truck No: 7003
Mix Strength: 4000 pSI
Time Added:
Ticket No: 7188587
Batch Time: 01:27PM
Unit Wt.:
FIELD TEST DATA: Tested by: Michael 1. Cochran
Temperature - Air: 560 F
Time Sampled:02:00PM
Concrete: 630 F
Slump:5.75 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
39026 02/25/2008 7 Lab 4.00 12.56 67264 5350 2 ELBl
39027 03/17/2008 28 Lab 4.00 12.56
39028 03/17/2008 28 Lab 4.00 12.56
39029 04/14/2008 56 Lab 4.00 12.56
. . . .
Samplng in accordance WIlli (law) ASTM C172. excepllllat samples may have been taken from lIIe beginning of lIIe load after a minimum dIScharge of approximately one cubiC yard.
Cylinder molding and laboralory curing iaw ASTM C31. compressive strenglll 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 C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw Ca17. Break Types are classified as: Type 1, 2, 3. 4. 5. or a 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:
02/27/2008
Concrete Cylinders Strength Report
'" 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.:
Set Designation: A
02/19/2008
3600 psi
111
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: Approach to warehouse buildings, 1000' W of Royal on Bethal Rd.
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: Southern Star
Mix Designation: 7795
Added Water:
Truck No: 31
Mix Strength: 3600 psi
Time Added:
Ticket No: 1204377
Batch Time: 12:25PM
Unit Wt.:
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 700 F
Time Sampled:O 1 :30PM
Concrete: 740 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
39034 02/26/2008 7 Lab 4.00 12.56 77056 6130 4 ELBl
39035 03/18/2008 28 Lab 4.00 12.56
39036 03/18/2008 28 Lab 4.00 12.56
39037 04/15/2008 56 Lab 4.00 12.56
. . . .
Samp6ng m accordance with (law) ASTM C172, exceptlhat samples may have been Iaken 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 jaw C143, air content law ASTM C173 M or C231 (P),
temperature jaw ASTM C1064, and unit weight jaw 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:
02/27/2008