ST9905-LR070319
ECS Texas, LLP
4950 Keller Springs Road, Suite 480
Addison, TX 75001
LETTER OF TRANSMITTAL
(972) 392-3222
(FAX) 392-0102
March 19, 2007RE:Bethel Road - Coppell
City of CoppellECS Job #19:5061
P.O. Box 9478
Permits:-
Coppell, TX 75019
Location:Bethel Road
ATTN:Mr. Kenneth M. Griffin, P.E.
Coppell, TX
We are enclosing:
XMaterials Engineering Division Reports
XFor your use
XAs requested
CC:City of Coppell - Rick O'Dell
TISEO Paving - Robert Caudill
ENCL:
Field Report #703/16/2007
David Lewis, P.E.
Jason Allen, SET
Principal Engineer
Construction Services Manager
ECS Texas, LLP
4950 Keller Springs Road, Suite 480
Addison, TX 75001
FIELD REPORT
(972) 392-3222
(FAX) 392-0102
19:5061
Project No.
7
Report No.
Bethel Road - CoppellFriday 03/16/2007
ProjectDay & Date
65°/ Sunny
Weather
Coppell, TX
Location
0.50
On-Site Time
City of Coppell - Kenneth M. Griffin, P.E.
Client
0.00
Lab Time
1.00
Travel Time*
1.50
Total
0.00
Re Obs.Time
Remarks
Time ofArrivalDeparture
18.00
Trip Charges*Tolls/Parking*Mileage*
05:30P06:00P
Chargeable Items
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
Concrete Cylinder Pick-up:
The undersigned arrived on site to retrieve concrete cylinders molded on a previous date.
The test cylinders were found to be undisturbed and were returned to ECS for curing and
compressive strength testing.
1 set of 4 cylinders was picked up on this date.
Danny Mize, — Senior Field Technician1800
By
86194
~ 4950 Keller Springs Road, Suite 480
~. ~;m~~~o01
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TI!XA8
TO: City of Coppell
P.O. Box 9478
DATE: 03/19/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
A TTN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCA nON:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
111
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
City of Coppell - Carol Dye
By:
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Mark R ':~ani"ia 192008
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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 7500]
(972) 392-3222
(FAX) 392-0 I 02
_T1!XA8
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/19/2008
3600 psi
III
Project: Bethel Road - Coppell
Location: Bethel Road, Coppell, TX
Owner: City of Coppell - Carol Dye Client:
Arch.: Gen, Contr.:
Stmc. 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 ELB1
39035 03/1 8/2008 28 Lab 4.00 12.56 82080 6530 3 ELB1
39036 03/1 8/2008 28 Lab 4.00 12.56 69152 5500 5 ELBl
39037 04/1 5/2008 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 un bonded 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: Cylinder 39036 appeared to be
partially damaged.
Cooled
X Caps
Ice
Other
Final Review By:
~~-::::=>
ELB1
Print Date:
03/19/2008
'" ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
u.p (FAX) 392-0] 02
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TD'AS
TO: City ofCoppell
P.O. Box 9478
DATE: 03/19/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
A TTN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCA TION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
III
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
City of Coppell - Carol Dye
By:
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~J3~
Eric L. Branch, C.E.T.
Project Manager
~ ECS Texas, LLP
gs: 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_'T1!XAS
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02119/2008
3600 psi
111
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Approach to warehouse buildings, 1000' W of Royal on Bethal Rd.
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 Content4.00 % (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 82080 6530 3 ELBl
39036 03/18/2008 28 Lab 4.00 12.56 69152 5500 5 ELBl
39037 04/15/2008 56 Lab 4.00 12.56
. . . .
Sampling in accordance With (law) ASTM C 172, exceplthat samples may have been laken 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 Insulated
X No Curing Box Heated
Remarks: Cylinder 39036 appeared to be
partially damaged.
Cooled
X Caps
Ice
Other
Final Review By:
~~~
ELBl
Print Date:
03119/2008