ST9905-LR070414
'" ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
LLP (FAX) 392-0102
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TDA8
TO: City of Coppell
P.O. Box 9478
DATE: 04/14/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
A TTN: Ms. Carol Dye
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
Weare enclosing:
X Attached
Materials Engineering Division Concrete Reports:
145
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
~{;i~
Principal Engineer
~ ~cL-
Enc L. Branch, C.E.T. --------
Project Manager
By:
Concrete Cylinders Strength Report
N ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0] 02
_T1!XAS
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
04/11/2008
4500 psi
145
Owner: City of Coppell - Carol Dye Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Paving, Bethel Road and Freeport Parkway, 60'E X 20'N of manhole cover
Concrete Supplier: Tarrant Concrete Co., Inc.
Mix Designation: 2478H
Added Water: 10 Gals.
Truck No: 0
Mix Strength: 4500 psi
Time Added: 02:42PM
Ticket No:
Batch Time: 02:08PM
Unit Wt.:
FIELD TEST DATA: Tested by: David M. Ellison
Temperature - Air: 780 F
Time Sampled:02:47PM
Concrete: 780 F
Slump: 5.00 in.
Air Content:5.1 0 % (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
39930 04/14/2008 3 Lab 4.00 12.56 41120 3270 3 ELBl
39931 04/1812008 7 Lab 4.00 12.56
39932 04/1812008 7 Lab 4.00 12.56
39933 05/0912008 28 Lab 4.00 12.56
39934 05/0912008 28 Lab 4.00 12.56
39935 05/0912008 28 Lab 4.00 12.56
39936 06/06/2008 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 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
X No Curing Box
Remarks:
Insulated
Heated
Cooled
X Caps
Ice
Other
Final Review By:
ELBl
Print Date:
04/14/2008
'" EC S Texas, LLP
ECS:_ l.P ........ "",~ ...... '"', '"
Addison, TX 75001
(972) 392-3222
(FAX) 392-01 02
TI!XAS
LETTER OF TRANSMITTAL
April 14, 2008
RE: Bethel Road - Coppell
City of Coppell
P.O. Box 9478
Coppell, TX 75019
ECS Job # 19:5061
Permits:
A TTN: Ms. Carol Dye
Location: Bethel Road
Coppell, TX
We are enclosing:
-X- MaterialsEngineering Division Reports
~ For your use
-X- As requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
ENCL:
Field Report # 170
04/1212008
l:Lf;(~
G:? Q
L.
Eric 1. Branch, C.E.T.
Project Manager
Principal Engineer
ECS Texas. LLP
49SO K"ler Sprln;s Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
FIELD REPORT
E
Project No.
Report No.
Day & Date
Wea1her
On-Site Time
Lab Time
Trawl Time'
Total
Re Obs.Time
T1!XA8
Project
Location
Bethel Road - Coppel!
Coppel!, TX
City of Coppel! - Carol Dye
Client
Remarks
19:5061
170
Saturday 04/12/2008
520/ Sunny
1.25
0.00
1.00
-
2.25
0.00
Trip Charges'
Chargeable Items
18.00
Mileage'
Time of Arrival Departure
07:30A 08:45A
TolIslParking'
. Travel time and mileage will be billed in acccrdance with the contract
Summary of Services Performed (fl"d test data, locations, .....a1ions & depths are estimatesl & Individuals Contacted.
The undersigned arrived on site, as requested, to observe:
1. The placement of 30 cubic yards of 4500 psi concrete for paving.
The required test limits were determined to be a slump of 3-6 inches, air content of 3-6%, batch
to placement time of <90 minutes, and concrete temperature range of 40-90 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.
The following samples were obtained for compressive strength testing in our laboratory:
Set A:
I set of71ab cylinders (4500 psi) for paving
By David M. Ellison, - Field Technician
1800
94680
.,.
ECS Texas. LLP
~.. . ... 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
TEXAS
LETTER OF TRANSMITTAL
April 14,2008
RE: Bethel Road - Coppell
City of Coppell
P.O. Box 9478
Coppell, TX 75019
A TIN: Ms. Carol Dye
ECS Job # 19:5061
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 - Rick O'Dell
ENCL:
Field Report # 169
04/11/2008
/JJ{~~
David A. Lewis, P. .
Principal Engineer
~d~_
Eric L. Branch, C.E.T.
Project Manager
.. .. '" ECS Texas. LLP
E. .. .. 4950 Keller Springs Road, Suite 480
Addison, TX 75001
. .. (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 - CoppelI
Location CoppelI, TX
Client City of Coppell - Carol Dye
Remarks
Trip Charges*
19:5061
169
Friday 04/11/2008
780/ Sunny
2.75
0.00
1.00
3.75
0.00
18.00
T olls/Parking*
Mileage*
Time of Arrival Departure
12:45P 03:30P
Chargeable Items 1 - Nuclear Gauge Rental
* 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:
I: The placement and compaction of soils for Bethel Rd.
2. The placement of 10 cubic yards of 4500 psi concrete for paving.
Utilizing the nuclear gauge test method to check the compaction of soils; test results indicated
that the compacted material, at the areas and elevations tested, met or exceeded the project
requirements of (95%) of the maximum dry density as obtained in our laboratory using the
Standard Proctor Method (ASTM 0-698).
Locations and elevations of all tests are based on stakeout provided by others. We cannot be
responsible for structures located off of the observed engineered pad, misaligned utilities or
stakeout errors causing uncontrolled fill to be placed in structural areas.
The soils observed on this date appeared to be placed in accordance with project drawings and
specifications with regard to lift thickness and moisture content.
The required test limits for the concrete were determined to be a slump of 3-6 inches, air
content of 3-6 %, batch to placement time of <90 minutes, and concrete temperature range of
40-90 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.
By David M. Ellison, - Field Technician
1800
94656
'" ECS Texas. LLP
E.. · ... . . 4950 Keller Springs Road, Suite 480
Addison, TX 75001
P (972) 392-3222
(FAX) 392-0102
TI!!XA8 Project No. 19:5061
Report No. 169
Project Bethel Road - Coppell Day & Date Friday 04/11/2008
The following samples were obtained for compressive strength testing in our laboratory:
FIELD REPORT
Set A:
1 set of 7 lab cylinders (4500 psi) for paving
By David M. Ellison, - Field Technician
Page 2
1800
94656
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... ECS Texas, LLP
~. 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 ofCoppell
P.O. Box 9478
DATE: 04/1412008
RE: Bethel Road - Coppell
Coppell, TX 75019
ATlN: Ms. Carol Dye
PERMIT #:
JOB NO.: 005061
LOCATION:
Bethel Road, Coppell, TX
We are enclosing:
X Attached
Materials Engineering Division Concrete Reports:
127, 128
x
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
Jt:Le;f- .
Principal Engineer
~ (t3~~
Eric L. Branch, C.E.T.
Project Manager
By:
Concrete Cylinders Strength Report
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0 I 02
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
03/14/2008
3600 psi
127
_'TBXAS
Project: Bethel Road - Coppell
Location: Bethel Road, Coppell, TX
Owner: City of Coppell - Carol Dye Client:
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Box culvert walls, sampled at the middle wall of box culvet @ Sta. 34 + 00
City of Coppell - Kenneth M. Griffin,
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 ELB1
39528 04/11/2008 28 Lab 4.00 12.56 66528 5290 3 ELB1
39529 04/11/2008 28 Lab 4.00 12.56 3
39530 04/11/2008 28 Lab 4.00 12.56 69376 5520 3 ELB1
. . . .
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: middle wall of box cuI vet @ Sta. 34
+ 00
Cooled
X Caps
Ice
Other
Final Review By: t~ t1 ;:{ --
ELB1
Print Date:
04/14/2008
Concrete Cylinders Strength Report
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
_1'l!XAS
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: B
03/14/2008
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:
Batch Time:
Unit Wt.:
1220436
09:00AM
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 04/11/2008 28 Lab 4.00 12.56 69600 5540 3 ELBl
39533 04/11/2008 28 Lab 4.00 12.56 62720 4990 5 ELBl
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:
;J~t?~
ELBl
Print Date:
04/14/2008