Duke Freeport-LR160825LETTER 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
08/25/2016
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
58, 59, 60, 61, 62, 63, 64, 65
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
AUG 25 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 58
07/26/2016
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 3
LMC 9161 64411814
1701 3600 psi 06:49AM
0Added W ater:
95º 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:Jean Habyarimana 07:12AM 3.25 in.
3.00 % (P)
Tested by:
94º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
38604851213885608/02/2016 7 Lab 4.00 12.56 3 TT02U
46405862413885708/23/2016 28 Lab 4.01 12.62 3 TT02U
47605983613885808/23/2016 28 Lab 4.00 12.56 3 TT02U
47505964413885908/23/2016 28 Lab 4.00 12.56 3 TT02U
138860 09/20/2016 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:08/25/2016
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 59
07/26/2016
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 3
LMC 7069 63104147
1701 3600 psi 08:32AM
0Added W ater:
95º 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:Jean Habyarimana 08:50AM 4.25 in.
3.50 % (P)
Tested by:
100º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
32804124813886108/02/2016 7 Lab 4.00 12.56 3 TT02U
44105569613886208/23/2016 28 Lab 4.01 12.62 3 TT02U
45005680013886308/23/2016 28 Lab 4.01 12.62 3 TT02U
45905793013886408/23/2016 28 Lab 4.01 12.62 3 TT02U
138865 09/20/2016 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:08/25/2016
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 60
07/26/2016
6710-AProject :
Concrete Cylinders Strength Report
Set Designation:C
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 3
LMC 0220 63104156
1701 3600 psi 09:50AM
0Added W ater:
95º 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:Jean Habyarimana 10:12AM 3.50 in.
4.50 % (P)
Tested by:
100º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
36804627213886608/02/2016 7 Lab 4.00 12.56 3 TT02U
45805788813886708/23/2016 28 Lab 4.01 12.62 3 TT02U
47305971213886808/23/2016 28 Lab 4.01 12.62 3 TT02U
47806038013886908/23/2016 28 Lab 4.01 12.62 3 TT02U
138870 09/20/2016 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:08/25/2016
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 61
07/27/2016
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 4
LMC 0299 64411913
1701 3600 psi 05:31AM
0Added W ater:
90º 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:Jean Habyarimana 06:15AM 3.25 in.
3.00 % (P)
Tested by:
94º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
33004163213896308/03/2016 7 Lab 4.01 12.62 3 TT02U
43305464013896408/24/2016 28 Lab 4.01 12.62 3 TT02U
42305337613896508/24/2016 28 Lab 4.01 12.62 3 TT02U
44105568813896608/24/2016 28 Lab 4.01 12.62 3 TT02U
138967 09/21/2016 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:08/25/2016
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 62
07/27/2016
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 4
LMC 7006 64411920
1701 3600 psi 07:25AM
0Added W ater:
90º 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:Jean Habyarimana 07:50AM 4.25 in.
3.50 % (P)
Tested by:
95º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
32604115213896808/03/2016 7 Lab 4.01 12.62 3 TT02U
40805129613896908/24/2016 28 Lab 4.00 12.56 3 TT02U
42005308013897008/24/2016 28 Lab 4.01 12.62 2 TT02U
41905270413897108/24/2016 28 Lab 4.00 12.56 2 TT02U
138972 09/21/2016 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:08/25/2016
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 63
07/27/2016
6710-AProject :
Concrete Cylinders Strength Report
Set Designation:C
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 4
LMC 7065 63718379
1701 3600 psi 08:15AM
0Added W ater:
90º 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:Jean Habyarimana 08:45AM 4.50 in.
3.10 % (P)
Tested by:
96º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
32404073613897308/03/2016 7 Lab 4.00 12.56 3 TT02U
41805276813897408/24/2016 28 Lab 4.01 12.62 2 TT02U
42505361613897508/24/2016 28 Lab 4.01 12.62 2 TT02U
42605383013897608/24/2016 28 Lab 4.01 12.62 3 TT02U
138977 09/21/2016 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:08/25/2016
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 64
07/27/2016
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 4
LMC 1420 63104244
1701 3600 psi 10:49AM
20 Gals.Added W ater:Time Added:11:15AM
90º 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:Jean Habyarimana 11:13AM 4.50 in.
3.30 % (P)
Tested by:
91º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
31503973613897808/03/2016 7 Lab 4.01 12.62 3 TT02U
40705136013897908/24/2016 28 Lab 4.01 12.62 3 TT02U
39905008813898008/24/2016 28 Lab 4.00 12.56 3 TT02U
41105184813898108/24/2016 28 Lab 4.01 12.62 3 TT02U
138982 09/21/2016 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:08/25/2016
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 65
07/27/2016
6710-AProject :
Concrete Cylinders Strength Report
Set Designation:E
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 4
LMC 1420 63104261
1701 3600 psi 01:19PM
20 Gals.Added W ater:
90º 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:Jean Habyarimana 01:40PM 3.75 in.
4.50 % (P)
Tested by:
92º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
35304453613898308/03/2016 7 Lab 4.01 12.62 3 TT02U
44305600013898408/24/2016 28 Lab 4.01 12.62 3 TT02U
43705523213898508/24/2016 28 Lab 4.01 12.62 2 TT02U
44005524013898608/24/2016 28 Lab 4.00 12.56 2 TT02U
138987 09/21/2016 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:08/25/2016
TT02
BR01