ST9905-LR070305
'" ECS Texas, LLP
!L ..... 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
TDA8
TO: City of Coppell
P.O. Box 9478
DATE: 03/05/2008
RE: Bethel Road - Coppell
Coppell, TX 75019
ATTN: Mr. Rick O'Dell
PERMIT #:
JOB NO.: 005061
LOCA nON:
Bethel Road, Coppell, TX
Weare enclosing:
X Attached
Materials Engineering Division Concrete Reports:
97,97, 105, 121
X
X
For Your Use
X
As Requested
NOTE: LOW TEST RESULTS REPORTS 97
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
~Jtl L
Davicf A. Lewis, P .E.
Principal Engineer
~3~~_
Eric L. Branch, C.E.T.
Project Manager
By:
Concrete Cylinders Strength Report
~ ECS Texas, LLP
gs:. 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
.-.AS
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
01/29/2008
4000 psi
97
Owner: City of Coppell - Rick O'Dell
Arch.:
Struc. Eng.:
Client: City of Coppell - Kenneth M. Griffin,
Gen. Contr.:
Conc. Contr.:
Placement Location: Decorative paving (stamped concrete) 10' East of Royal lane on Bethel Road
Concrete Supplier: Southern Star
Mix Designation: 9363
Added Water:
Truck No: 905
Mix Strength: 4000 pSI
Time Added:
Ticket No: 1188634
Batch Time: 10:34AM
Unit Wt.:
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 600 F
Time Sampled:ll:15AM
Concrete: 680 F
Slump: 5.00 in.
Air Content:3.30 % (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
38632 02/05/2008 7 Lab 4.00 12.56 43296 3450 ELBl
38633 02/26/2008 28 Lab 4.00 12.56 52320 4160 4 ELBl
38634 02/26/2008 28 Lab 4.00 12.56 50405 4010 4 ELBl
38635 02/27/2008 29 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 0J) 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:
fJu//L
1m: IIW TEIT IElIITS
ELBl
Print Date:
03/05/2008
'" ECS Texas, LLP
gs: 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: 03/05/2008
RE: Bethel Road - Coppell
Coppell, 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:
119
X
X
For Your Use
X
As Requested
CC: TISEO Paving - Robert Caudill
City of Coppell - Rick O'Dell
d/?lL:
ocKid A. Lewis, P E
Principal Engineer
~3~~
Eric L. Branch, C.E.T.
Project Manager
By:
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 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
02/26/2008
4000 psi
119
Owner: City of Coppell - Rick O'Dell Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Conc. Contr.:
Placement Location: Box culvert top, approximately 45' N of southern edge and 25' W of Eastern edge of slab
Concrete Supplier: LMC
Mix Designation: 1851
Added Water: 7 Gals.
Truck No: 1045
Mix Strength: 4000 psi
Time Added: 12:00PM
Ticket No: 7188978
Batch Time: 11:19AM
Unit Wt.:
FIELD TEST DATA: Tested by:Michael 1. Cochran
Temperature - Air: 460 F
Time Sampled:12:13PM
Concrete: 620 F
Slump: 8.50 in.
Air Content:8.00 % (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
39208 03/04/2008 7 Lab 4.00 12.56 47808 3800 3 ELBl
39209 03/25/2008 28 Lab 4.00 12.56
39210 03/25/2008 28 Lab 4.00 12.56
39211 04/22/2008 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 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:
03/05/2008
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
1 BAS
Concrete Cylinders Strength Report
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/06/2008
3600 psi
105
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: North Box Culvert Walls, Bethel Rd, 65'N of Minyards warehouse door 111
City of Coppell - Kenneth M. Griffin,
Concrete Supplier: LMC
Mix Designation: 1701
Added Water:
Truck No: 7037
Mix Strength: 3600 psi
Time Added:
Ticket No: 7188171
Batch Time: 03:13PM
Unit Wt.:
FIELD TEST DATA: Tested by: David L. Hunt
Temperature - Air: 500 F
Time Sampled:03 :52PM
Concrete: 620 F
Slump: 5.00 in.
Air Content:4.1 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
38774 02/13/2008 7 Lab 4.00 12.56 52416 4170 ELBl
38775 03/0512008 28 Lab 4.00 12.56 66784 5310 3 ELBl
38776 03/0512008 28 Lab 4.00 12.56 67936 5410 3 ELBl
38777 04/0212008 56 Lab 4.00 12.56
. .
Sampling In accordance with (law) ASTM Cl72, 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 Cl064, 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: sample A was placed in the north
wall 65 ft north of door 111 of
minyards warehouse
Cooled
X Caps
Ice
Other
Final Review By:
f)J~~L
r
ELBl
Print Date:
03/0512008
Concrete Cylinders Strength Report
~ ECS Texas, LLP
~ 4950 Keller Springs Road, Suite 480
Addison, TX 7500]
(972) 392-3222
(FAX) 392-0] 02
_TIDC'M
Project:
Location:
Bethel Road - Coppell
Bethel Road, Coppell, TX
Project: 5061
Cast Date:
Design Strength:
Report No.:
Set Designation: A
02/27 /2008
3600 psi
121
Owner: City of Coppell - Rick O'Dell Client: City of Coppell - Kenneth M. Griffin,
Arch.: Gen. Contr.:
Struc. Eng.: Cone. Contr.:
Placement Location: Box culvert tops, from sta 48+00 to 47+00, sampled at approximately sta 47+25
Concrete Supplier: LMC
Mix Designation: 1701
Added Water: 10 Gals.
Truck No: 7069
Mix Strength: 4500 psi
Time Added: 02:50PM
Ticket No:
Batch Time:
Unit Wt.:
3245267
02:06PM
FIELD TEST DATA: Tested by: Jonathan E. Steiner
Temperature - Air: 700 F
Time Sampled:03 :OOPM
Concrete: 730 F
Slump: 6.00 in.
Air Content:}. 90 % (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
39341 03/05/2008 7 Lab 4.00 12.56 49760 3960 3 ELBl
39342 03/26/2008 28 Lab 4.00 12.56
39343 03/26/2008 28 Lab 4.00 12.56
39344 04/23/2008 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 Insulated
X No Curing Box Heated
Remarks: Culvert from 48+00 to 47+00
Cooled
X Caps
Ice
Other
Final Review By:
ELBl
Print Date:
03/05/2008
~
ECS Texas. LLP
~... 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX)392-0l02
T'I!XA8
LETTER OF TRANSMITTAL
March 5, 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:
---L Materials Engineering Division Reports
---L For your use
---L As requested
CC: TISEO Paving - Robert Caudill
ENCL:
Field Report # 153
Field Report # 154
Field Report # 155
02/29/2008
02/29/2008
02/29/2008
j}~/t?~~
Davicfj(. Lewis, P.E.
Principal Engineer
~3~
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
FIELD REPORT
Project No.
Report No.
Day & Date
Weather
On-Site Time
Lab Time
Travel Time*
Total
Re ObS.Time
TII!XA8
Project Bethel Road - Coppell
Location Coppell, TX
Client City of Coppell - Rick O'Dell
Remarks
19:5061
153
Friday 02/29/2008
500/ Sunny
1.00
0.00
1.00
2.00
0.00
Trip Charges* 18.00
Chargeable Items
Tolls/Parking*
Mileage*
Time of Arrival Departure
09:45A 10:45A
* 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:
1. The placement of 8 cubic yards of 4000 psi stamped concrete for driveway.
The required test limits were determined to be a slump of 3-5 inches, air content of 3-5 %, 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:
SetA:
1 set of 4 lab cylinders (4000 psi)for driveway
By Jonathan E. Steiner, - Field Technician
1800
93893
.. ECS Texas. LLP
gs:.. · ... .. .. ... .. 4950 Keller Springs Road, Suite 480
Addison, TX 75001
P (972) 392-3222
(FAX) 392-0102
FIELD REPORT
TI!XAS
Project No. 19:5061
Report No. 154
Day & Date Friday 02/29/2008
Weather
On-Site Time 1.00
Lab Time 0.00
Travel Time* 1.00
Total 2.00
Re Obs. Time 0.00
Project Bethel Road - Coppell
Location Coppell, TX
Client City of Coppell - Rick O'Dell
Remarks
Trip Charges*
Chargeable Items
18.00
Tolls/Parking*
Mileage*
Time of Arrival Departure
12:30P 01:30P
* 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 20 cubic yards of
3600 psi concrete for box culvert walls.
Prior to concrete placement, Reinforcing Steel was observed and appeared to be in accordance
with project drawings and specifications.
Required test limits were: slump, 4-6 inches; air content, 3-5%, batch to placement time, <90
minutes; and concrete temperature range, 50-90 degrees Fahrenheit.
Concrete observed on this date appeared to be placed in compliance with project specifications
with regard to temperature, slump and batch to placement time, unless noted otherwise.
1 set of 4 cylinders was cast for compressive strength.
By Jonathan E. Steiner, - Field Technician
1800
93900
'" ECS Texas. LLP
E.. .... .. 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
FIELD REPORT
'T'I!XAS
Project No. 19:5061
Report No. 155
Day & Date Friday 02/29/2008
Weather
On-Site Time 3.00
Lab Time 0.00
Travel Time* 1.00
Total 4.00
Re Obs. Time 0.00
Project Bethel Road - Coppell
Location Coppell, TX
Client City of Coppell - Rick O'Dell
Remarks
Trip Charges*
Chargeable Items
18.00
Tolls/Parking*
Mileage*
Time of Arrival Departure
01:30P 04:30P
* 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 2 cubic yards of 4000
psi concrete for Inlet Top, East driveway to Cici's.
Prior to concrete placement, Reinforcing Steel was observed and appeared to be in accordance
with project drawings and specifications.
Required test limits were: slump, 4-6 inches, batch to placement time <90 minutes; and
concrete temperature range, 50-90 degrees Fahrenheit.
Concrete observed on this date appeared to be placed in compliance with project specifications
with regard to temperature, slump and batch to placement time, unless noted otherwise.
1 set of 4 cylinders was cast for compressive strength.
By Jonathan E. Steiner, - Field Technician
1800
93901