Duke Freeport-LR160921LETTER 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
09/21/2016
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
57, 82, 83, 79, 80, 81
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 21 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
3000 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 57
07/25/2016
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
Footing at ramp
LMC 7067 63104089
5150 3000 psi 09:39AM
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:Edward Sesay 10:18AM 5.00 in.
1.20 % (P)
Tested by:
86º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
25903271213871808/01/2016 7 Lab 4.01 12.62 3 TT02U
30703855213871908/22/2016 28 Lab 4.00 12.56 3 TT02U
30003788013872008/22/2016 28 Lab 4.01 12.62 3 TT02U
29803759213872108/22/2016 28 Lab 4.01 12.62 3 TT02U
32004036813872209/19/2016 56 Lab 4.01 12.62 2 TT02U
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:09/21/2016
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 82
08/22/2016
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 7
LMC 1420 76830113
5409 3600 psi 07:53AM
0Added W ater:
83º 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:Sheikh T. Njie 08:15AM 4.00 in.
4.20 % (P)
Tested by:
83º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
34004295114068708/29/2016 7 Lab 4.01 12.62 3 TT02U
32604114814068808/29/2016 7 Lab 4.01 12.62 3 TT02U
43605504114068909/19/2016 28 Lab 4.01 12.62 3 TT02U
45905793414069009/19/2016 28 Lab 4.01 12.62 3 TT02U
140691 10/17/2016 56 Lab
FIELD CURING CONDITIONS:
Curing Box Insulated
Heated
Cooled
Caps
Remarks:
Final Review By:
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:09/21/2016
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 83
08/22/2016
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 7
LMC 0249 76830121
5409 3600 psi 08:56AM
0Added W ater:
83º 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:Sheikh T. Njie 09:15AM 6.00 in.
4.10 % (P)
Tested by:
83º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
33704259114069208/29/2016 7 Lab 4.01 12.62 3 TT02U
31703981814069308/29/2016 7 Lab 4.00 12.56 3 TT02U
43405450714069409/19/2016 28 Lab 4.00 12.56 3 TT02U
42605377114069509/19/2016 28 Lab 4.01 12.62 3 TT02U
140696 10/17/2016 56 Lab
FIELD CURING CONDITIONS:
Curing Box Insulated
Heated
Cooled
Caps
Remarks:
Final Review By:
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:09/21/2016
TT02
BR01
Texas Registered Engineering Firm # F-8461
3500 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 79
08/22/2016
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
Pour Strips and Slab on grade Replacement Panels.
LMC 0308 76830114
1418 3500 psi 08:00AM
0Added W ater:
83º 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:Sheikh T. Njie 08:23AM 6.00 in.
1.30 % (P)
Tested by:
83º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
32004025614067208/29/2016 7 Lab 4.00 12.56 3 TT02U
29803749914067308/29/2016 7 Lab 4.00 12.56 3 TT02U
39104917414067409/19/2016 28 Lab 4.00 12.56 3 TT02U
40905169514067509/19/2016 28 Lab 4.01 12.62 3 TT02U
140676 10/17/2016 56 Lab
FIELD CURING CONDITIONS:
Curing Box Insulated
Heated
Cooled
Caps
Remarks:
Final Review By:
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:09/21/2016
TT02
BR01
Texas Registered Engineering Firm # F-8461
3500 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 80
08/22/2016
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
Pour Strips and Slab on grade Replacement Panels.
LMC 7003 76830131
1418 3500 psi 11:37AM
40 Gals.Added W ater:Time Added:12:30PM
86º 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:Sheikh T. Njie 12:38PM 6.00 in.
1.00 % (P)
Tested by:
86º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
31003894014067708/29/2016 7 Lab 4.00 12.56 3 TT02U
31603996114067808/29/2016 7 Lab 4.01 12.62 3 TT02U
41605232914067909/19/2016 28 Lab 4.00 12.56 2 TT02U
42005305514068009/19/2016 28 Lab 4.01 12.62 3 TT02U
140681 10/17/2016 56 Lab
FIELD CURING CONDITIONS:
Curing Box Insulated
Heated
Cooled
Caps
Remarks:
Final Review By:
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:09/21/2016
TT02
BR01
Texas Registered Engineering Firm # F-8461
4000 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 81
08/22/2016
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
Approach from Freeport Parkway
LMC 1407 76830132
1701 4000 psi 12:27PM
0Added W ater:
86º 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:Sheikh T. Njie 12:58PM 4.00 in.
4.80 % (P)
Tested by:
86º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
36004527014068208/29/2016 7 Lab 4.00 12.56 3 TT02U
35604492914068308/29/2016 7 Lab 4.01 12.62 3 TT02U
45605756814068409/19/2016 28 Lab 4.01 12.62 3 TT02U
46805909414068509/19/2016 28 Lab 4.01 12.62 3 TT02U
140686 10/17/2016 56 Lab
FIELD CURING CONDITIONS:
Curing Box Insulated
Heated
Cooled
Caps
Remarks:
Final Review By:
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:09/21/2016
TT02
BR01