Duke Freeport-LR160919 (3)LETTER OF TRANSMITTAL
TO:
ATTN:
JOB NO.:
DATE:
RE:
PERMIT #:
LOCATION:
We are enclosing:
Attached
Materials Engineering Division Concrete Reports:As Requested
CC:
By:
For Your Use
09/19/2016
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX
006710A
Mr. Sean Jeanes, P.E. LEED AP
Duke Realty
South/W est Region
14241 North Dallas Parkway, Suite 1000
Dallas, TX 75254
Duke Realty - Todd Henry
Duke Realty - Glen Stevenson
Mark R. Zortman, P.E.
Principal Engineer
Pacheco Koch Consulting Engineers - Clayton J. Strolle,
City of Coppell - Matt Mabry
Weir Bros., Inc. - Mike W eir
Meinhardt & Associates - David Meinhardt
LJB inc - Jim Lintz
Timothy Tarbutton
Project Manager
76, 77, 78
CONCRETE, GROUT, AND MORTAR TESTS3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
X
X X
X
Dallas County
SEP 19 2016
ECS Texas, LLP
Texas Registered Engineering Firm # F-8461
This report (and any included attachments) shall not be reproduced, except in full, without the prior written approval of ECS.
Texas Registered Engineering Firm # F-8461
3600 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 76
08/19/2016
6710-AProject :
Concrete Cylinders Strength Report
Set Designation:A
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
ECS Texas, LLP
Owner:
Struc. Eng.:
Client:
Gen. Contr.:
Conc. Contr.:
Placement Location:
Concrete Supplier:Truck No:
Mix Designation:
Ticket No:
Mix Strength:Batch Time:
Arch.:
Duke Realty - Sean Jeanes, P.E. LEED
Meinhardt & Associates - David Meinhardt
LJB inc - Jim Lintz
Duke Realty - Glen Stevenson
Pavement Pour 6.
LMC 0317 63719565
5409 3600 psi 05:41AM
0Added W ater:
78º F Air Content:Temperature - Air:Concrete:
Time Sampled:Slump:
Sample
No
Test
Date
Test
Age
Type
Cure Breaking
Load,lbs
Compr.
Str.,psi
Brk
Type
Review
by
FIELD TEST DATA:Darius Abayisenga 06:52AM 6.00 in.
3.00 % (P)
Tested by:
87º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
31904008014056508/26/2016 7 Lab 4.00 12.56 3 TT02U
45705772814056609/16/2016 28 Lab 4.01 12.62 3 TT02U
44905670314056709/16/2016 28 Lab 4.01 12.62 3 TT02U
47205967214056809/16/2016 28 Lab 4.01 12.62 3 TT02U
140569 10/14/2016 56 Lab
FIELD CURING CONDITIONS:
Curing Box Insulated
Heated
Cooled
Caps
Remarks:
Final Review By:
X
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 denoted with Cap Type U are tested using unbonded caps iaw ASTM C1231, cylinders denoted with Cap
Type B are tested using bonded caps iaw ASTM C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39.
No Curing BoxX
Ice
Other
Print Date:09/19/2016
TT02
BR01
Texas Registered Engineering Firm # F-8461
3600 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 77
08/19/2016
6710-AProject :
Concrete Cylinders Strength Report
Set Designation:B
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
ECS Texas, LLP
Owner:
Struc. Eng.:
Client:
Gen. Contr.:
Conc. Contr.:
Placement Location:
Concrete Supplier:Truck No:
Mix Designation:
Ticket No:
Mix Strength:Batch Time:
Arch.:
Duke Realty - Sean Jeanes, P.E. LEED
Meinhardt & Associates - David Meinhardt
LJB inc - Jim Lintz
Duke Realty - Glen Stevenson
Pavement Pour 6.
LMC 7056 63719578
5409 3600 psi 06:22AM
20 Gals.Added W ater:Time Added:07:46AM
79º F Air Content:Temperature - Air:Concrete:
Time Sampled:Slump:
Sample
No
Test
Date
Test
Age
Type
Cure Breaking
Load,lbs
Compr.
Str.,psi
Brk
Type
Review
by
FIELD TEST DATA:Darius Abayisenga 07:47AM 5.00 in.
3.10 % (P)
Tested by:
85º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
31403941614057008/26/2016 7 Lab 4.00 12.56 3 TT02U
46305851114057109/16/2016 28 Lab 4.01 12.62 3 TT02U
46705866414057209/16/2016 28 Lab 4.00 12.56 3 TT02U
45705770114057309/16/2016 28 Lab 4.01 12.62 2 TT02U
140574 10/14/2016 56 Lab
FIELD CURING CONDITIONS:
Curing Box Insulated
Heated
Cooled
Caps
Remarks:
Final Review By:
X
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 denoted with Cap Type U are tested using unbonded caps iaw ASTM C1231, cylinders denoted with Cap
Type B are tested using bonded caps iaw ASTM C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39.
No Curing BoxX
Ice
Other
Print Date:09/19/2016
TT02
BR01
Texas Registered Engineering Firm # F-8461
3600 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 78
08/19/2016
6710-AProject :
Concrete Cylinders Strength Report
Set Designation:D
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
ECS Texas, LLP
Owner:
Struc. Eng.:
Client:
Gen. Contr.:
Conc. Contr.:
Placement Location:
Concrete Supplier:Truck No:
Mix Designation:
Ticket No:
Mix Strength:Batch Time:
Arch.:
Duke Realty - Sean Jeanes, P.E. LEED
Meinhardt & Associates - David Meinhardt
LJB inc - Jim Lintz
Duke Realty - Glen Stevenson
Pavement Pour 6.
LMC 0205 76830088
5409 3600 psi 07:34AM
0Added W ater:
79º F Air Content:Temperature - Air:Concrete:
Time Sampled:Slump:
Sample
No
Test
Date
Test
Age
Type
Cure Breaking
Load,lbs
Compr.
Str.,psi
Brk
Type
Review
by
FIELD TEST DATA:Darius Abayisenga 08:30AM 4.25 in.
4.00 % (P)
Tested by:
86º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
35904513514057508/26/2016 7 Lab 4.00 12.56 3 TT02U
46405832514057609/16/2016 28 Lab 4.00 12.56 3 TT02U
47706022114057709/16/2016 28 Lab 4.01 12.62 3 TT02U
47705994014057809/16/2016 28 Lab 4.00 12.56 3 TT02U
140579 10/14/2016 56 Lab
FIELD CURING CONDITIONS:
Curing Box Insulated
Heated
Cooled
Caps
Remarks:
Final Review By:
X X
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 denoted with Cap Type U are tested using unbonded caps iaw ASTM C1231, cylinders denoted with Cap
Type B are tested using bonded caps iaw ASTM C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39.
No Curing BoxX
IceX
Other
Print Date:09/19/2016
TT02
BR01