ST9905-LR080328
~, ECS Texas. LLP
ECL 4950 Keller Springs Road. SUite 480
~ AddISO. n, TX 75001
(972) 392-3222
LLP (FAXl392-11102
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
Tl!XAS
TO: City ofCoppell
P.O. Box 9478
DATE: 03/28/2008
RE: Bethel Road - Coppell
Coppell,TX 75019
PERMIT #:
ATTN:
Ms. Carol Dye
JOB NO.: 005061
LOCA nON:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
122,123,124
x
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
By:
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M~rk. Riz~R~lh.,tE;-P/1"1i 28 2~008
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ECS Texas, LLP
4950 Keller Spnngs Road, SUIte 480
AddIson, TX 7500 I
(972) 392-3222
(FAX) 3'12-0102
Concrete Cylinders Strength Report
~UP
~~
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/29/2008
4000 psi
122
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Stamped concrete for Entech, 1000 ft East of Royal Lane on Bethel Rd
Concrete Supplier: Southern Star
Mix Designation: 9363
Added Water:
Truck No: 931
Mix Strength: 4000 pSI
Time Added:
Ticket No: 1214324
Batch Time: 09:45AM
Unit Wt.:
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 700 F
Time Sampled:1 0:20AM
Concrete: 740 F
Slump: 4.00 in.
Air Content:3.20 % (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
39365 03/07/2008 7 Lab 4.00 12.56 51936 4130 RJL
39366 03/28/2008 28 Lab 4.00 12.56 75680 6020 3 RJL
39367 03/28/2008 28 Lab 4.00 12.56 71328 5680 3 RJL
39368 04/25/2008 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 iaw ASTM C31 compressive strength test and break 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. Cylinders are tested using unbonded caps law 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:
03/28/2008
ECS Texas, LLP
4950 Keller Spnngs Road, SUite 480
Addison, TX 75001
1972) 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
02/29/2008
3600 psi
123
Owner: City of Coppell - Carol Dye
Arch.:
Struc. Eng.:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Conc. Contr.:
Placement Location: Box culvert walls, sampled at Sta. 44+50
Concrete Supplier: LMC
Mix Designation: 1701
Added Water: 5 Gals.
Truck No: 7060
Mix Strength: 3600 pSI
Time Added: n:_
Ticket No:
Batch Time:
Unit Wt.:
7189201
01:36PM
FIELD TEST DATA: Tested by:Jonathan E. Steiner
Temperature - Air: 760 F
Time Sampled:02: 15PM
Concrete: 790 F
Slump:5.00 in.
Air Content:6.00 % (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
~9377 03/07/2008 7 Lab 4.00 12.56 49408 3930 RJL
~9378 03/28/2008 28 Lab 4.00 12.56 65888 5240 4 RJL
39379 03/28/2008 28 Lab 4,00 11,56 64384 5120 4 RJL
39380 04/25/2008 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 break 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 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 law 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:
03/28/2008
,
~
ECS Texas, LLP
49)0 Keller Sprlllgs Road, SLlIte 480
Addison, TX 7)001
1972) 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
02/29/2008
4000 psi
124
Owner: City of Coppell - Carol Dye
Arch.:
Struc. Eng.:
Placement Location: Inlet top at East entrance to Cici's.
Client: City ofCoppell- Kenneth M. Griffin,
Gen. Contr.:
Cone. Contr.:
Concrete Supplier: Southern Star
Mix Designation: 9363
Added Water:
Truck No: 1020
Mix Strength: 4000 pSI
Time Added:
Ticket No:
Batch Time:
Unit Wt.:
1214859
01 :52PM
FIELD TEST DATA: Tested by:.lonathan E. Steiner
Temperature - Air: 780 F
Time Sampled:03 :OOPM
Concrete: 800 F
Slump:3.50 in.
Air Content:l.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
39381 03/07/2008 7 Lab 4.00 12.56 44288 3520 RJL
39382 03/28/2008 28 Lab 4.00 12.56 60160 4790 3 RJL
39383 03/28/2008 28 Lab 4.00 12.56
39384 03/28/2008 28 Lab 4.00 12.56 60320 4800 3 RJL
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 un bonded 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:
ELB1
Print Date:
03/28/2008
~
ECS Texas, L LP
49S0 Keller Springs Road, SUite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0 I 02
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
"'mXA$
TO: City of Coppell
P.O. Box 9478
DATE: 03/28/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
PERMIT #:
ATTN:
Ms. Carol Dye
JOB NO.: 005061
LOCA TION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
120
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
&~~.....
Ene L. Branch, C.E.T.
Project Manager
By:
Mark R. Zortman, P.E.
Principal Engineer
ECS Texas, LLP
4950 Keller Springs Road, SUIte 480
Addison, TX 75001
(972) 392- 3222
(FAX) 392-0]02
Concrete Cylinders Strength Report
~
~~
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/28/2008
3600 psi
120
Owner: City of Coppell - Carol Dye
Arch.:
Struc. Eng.:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Conc. Contr.:
Placement Location: Box culvert walls for South side of Bethel Rd. sampled at approximatly Station 55+50, in the
middle South wall
Concrete Supplier: LMC
Mix Designation: 170 I
Added Water:
Truck No: 7025
Mix Strength: 3600 pSI
Time Added:
Ticket No:
Batch Time:
Unit Wt.:
7189145
03:00PM
FIELD TEST DATA: Tested by: David L. Hunt
Temperature - Air: 680 F
Time Sampled:03:38PM
Concrete: 650 F
Slump:5.00 in.
Air Content:6.00 % (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
39262 03/13/2008 14 Lab 4.00 12.56 53824 4280 2 ELBI
39263 03/27/2008 28 Lab 4.00 12.56 63744 5070 3 ELBI
19264 03/27/2008 28 Lab 4.00 12.56 64384 5120 3 ELBI
39265 04/24/2008 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 (Pl.
temperature law ASTM C1064, and unit weight law 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 law 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:
03/28/2008