ST9905-LR070317
ECS Texas, LLP
4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
LETTER OF TRANSMITTAL
~
TI!XA8
March 17, 2008
RE: Bethel Road - Coppell
City of Coppell
P.O. Box 9478
Coppell, TX 75019
ECS Job # 19:5061
A TTN: Mr. Rick O'Dell
Pennits:
Location: Bethel Road
Coppell, TX
We are enclosing:
-X..... Materials Engineering Division Reports
-X..... For your use
-X..... As requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Carol Dye
ENCL:
Field Report # 159
03/14/2008
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Eric L. Branch, C.E.T.
Project Manager
'" ECS Texas. LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
. . III (972) 392-3222
-...r (FAX) 392-0102
FIELD REPORT
Project No.
Report No.
Day & Date
Weather
On-Site Time
Lab Time
Travel Time*
Total
Re Obs.Time
'TI!!XAS
Project Bethel Road - Coppell
Location Coppell, TX
Client City of Coppell - Rick O'Dell
Remarks
19:5061
159
Friday 03/14/2008
650/ Sunny
2.00
0.00
1.00
3.00
0.00
Trip Charges* 18.00
Chargeable Items
Tolls/Parking*
Mileage*
Time of Arrival Departure
08:00A 10:00A
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Perfonned (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
The undersigned arrived on site, as requested, to observe the placement of 40 cubic yards of
3600 psi concrete for box culvert walls and the placement of 15 cubic yards of 4000 psi
concrete for stamped concrete.
The required test limits were determined to be a slump of 2-5 inches, air content of 3-6%, batch
to placement time of less than 90 minutes, and concrete temperature range of 50-90 degrees
Fahrenheit.
Concrete observed on this date appeared to be placed in compliance with project specifications
with regard to temperature, slump, air content, and batch to placement time.
Two sets of four lab cylinders were obtained for compressive strength testing in our laboratory.
By Yaw B. Boaitey, - Field Technician
1800
94167
'" ECS Texas, LLP
E 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
LLP (FAX) 392-0102
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TI!XA8
TO: City of Coppell
P.O. Box 9478
DATE: 03/17/2008
RE: Bethel Road - Coppel!
Coppel!, 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:
110
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
City of Coppel! - Carol Dye
By:
..:."'........ ,.....' '\''\'''\'.
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Prmclpal EllI~~/c '(..0..-!ii.:
4, ^'"" ". ENS .,' r.'0 -
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'I, S.ONAL 'C. ,,-
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Eric L. Branch, C.E.T.
Project Manager
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0 102
_T1!XA8
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/18/2008
4000 psi
110
Owner: City ofCoppell- Carol Dye
Arch.:
Struc. Eng.:
Placement Location: Elevated slab box culvert roof,
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Conc. Contr.:
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 ELB1
39027 03/17/2008 28 Lab 4.00 12.56 81920 6520 3 ELB1
39028 03/17/2008 28 Lab 4.00 12.56 80288 6390 3 ELB1
39029 04/1412008 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:
~
ELBI
Print Date:
03/17/2008
ECS Texas. LLP
4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
LETTER OF TRANSMITTAL
fi:
TI!XA8
March 17, 2008
RE: Bethel Road - Coppell
City of Coppell
P.O. Box 9478
Coppell, TX 75019
ECS Job # 19:5061
Permits:
A TTN: Mr. Rick O'Dell
Location: Bethel Road
Coppell, TX
We are enclosing:
---X- Materials Engineering Division Reports
---X- For your use
---X- As requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Carol Dye
ENCL:
Field Report # 159
03/14/2008
............,,""""11
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Mark R. ~ ~ man, a': "7' . ....112008
Principal ~~i1e~rY ':18, ~0 .'d;;,:
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I, SIONAL t.~ _--
'~\\\\\..\.."l..........,-................-
Eric L. Branch, C.E.T.
Project Manager
I'M ECS Texas. LLP
E 4950 Keller Springs Road, Suite 480
Addison, TX 75001
P (972) 392-3222
(FAX) 392-0102
FIELD REPORT
Project No.
Report No.
Day & Date
Weather
On-Site Time
Lab Time
Travel Time.
Total
Re Obs.Time
TI!XA8
Project Bethel Road - Coppell
Location Coppell, TX
Client City of Coppell - Rick O'Dell
Remarks
19:5061
159
Friday 03/14/2008
650/ Sunny
2.00
0.00
1.00
3.00
0.00
Trip Charges.
Chargeable Items
18.00
Tolls/Parking.
Mileage.
Time of Arrival Departure
08:00A 10:00A
* 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.
The undersigned arrived on site, as requested, to observe the placement of 40 cubic yards of
3600 psi concrete for box culvert walls and the placement of 15 cubic yards of 4000 psi
concrete for stamped concrete.
The required test limits were determined to be a slump of 2-5 inches, air content of 3-6%, batch
to placement time of less than 90 minutes, and concrete temperature range of 50-90 degrees
Fahrenheit.
Concrete observed on this date appeared to be placed in compliance with project specifications
with regard to temperature, slump, air content, and batch to placement time.
Two sets of four lab cylinders were obtained for compressive strength testing in our laboratory.
By Yaw B. Boaitey, - Field Technician
1800
94167
no ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
u.p (FAX) 392-0102
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TI!XA8
TO: City of Coppell
P.O. Box 9478
DATE: 03/17/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
A TTN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
110
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:
..,,;...." ,....,'\'t.."\"\\ "
_--- ^\t: OF I/:: '"
:- "\ y.. .' ..... -1-'''7 "
_- c, ..' ""'S> ."
f * .,.0 ", I,
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M~rk. R. Z~.an, '~c&'7'2'" .......11 2008
PrIncipal Eng~l{lc (;.\)~.:
" X'"," ENS ,,'r,~ --
',"s '. "'''';.;:;...:> --
'l'I,S/ONAL 'C. _----
\\\.\"""......\0..........
~3~=_
Eric L. Branch, C.E.T.
Project Manager
., ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_T1!XA8
Concrete Cylinders Strength Report
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/1812008
4000 psi
110
Owner: City of Coppell - Carol Dye
Arch.:
Struc. Eng.:
Placement Location: Elevated slab box culvert roof,
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Cone. Contr.:
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 81920 6520 3 ELBl
39028 03/17/2008 28 Lab 4.00 12.56 80288 6390 3 ELBl
39029 04/14/2008 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:
~-
ELBl
Print Date:
03/17/2008