Duke Freeport- LR160609 (2)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
06/09/2016
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
4, 5, 6, 8, 7
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
JUN 8 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.
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,4
05/10/2016
6710-AProject :
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
Concrete Cylinders Strength Report
Set Designation:A
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
Slab on Grade, Pour 1
LMC 3032 63101504
1418 3500 psi 06:26AM
0Added W ater:
72º F Air Content:Temperature - Air:Concrete:
Time Sampled:Slump:
Sample
No
Test
Date
Test
Age
Type
Cure Breaking
Load,lbs
Compr.
Str.,psi
Brk
Typ
Review
by
FIELD TEST DATA:Milton E. Perez 06:46AM 5.00 in.
1.60 % (P)
Tested by:
85º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
42805411213376405/17/2016 7 Lab 4.01 12.62 3 TT02
50606390413376506/07/2016 28 Lab 4.01 12.62 3 TT02
51006413613376606/07/2016 28 Lab 4.00 12.56 3 TT02
51406496013376706/07/2016 28 Lab 4.01 12.62 3 TT02
133768 07/05/2016 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 are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617.
Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39.
No Curing Box
Ice
Other
Print Date:06/09/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,5
05/10/2016
6710-AProject :
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
Concrete Cylinders Strength Report
Set Designation:B
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
Slab on Grade, Pour 1
LMC 3021 64406313
1418 3500 psi 07:56AM
5 Gals.Added W ater:Time Added:08:21AM
80º F Air Content:Temperature - Air:Concrete:
Time Sampled:Slump:
Sample
No
Test
Date
Test
Age
Type
Cure Breaking
Load,lbs
Compr.
Str.,psi
Brk
Typ
Review
by
FIELD TEST DATA:Milton E. Perez 08:23AM 5.00 in.
1.10 % (P)
Tested by:
88º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
41305212813376905/17/2016 7 Lab 4.01 12.62 3 TT02
47606008813377006/07/2016 28 Lab 4.01 12.62 3 TT02
47005932013377106/07/2016 28 Lab 4.01 12.62 3 TT02
49606265613377206/07/2016 28 Lab 4.01 12.62 3 TT02
133773 07/05/2016 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 are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617.
Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39.
No Curing Box
Ice
Other
Print Date:06/09/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,6
05/10/2016
6710-AProject :
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
Concrete Cylinders Strength Report
Set Designation:C
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
Slab on Grade, Pour 1
LMC 1416 64406346
1418 3500 psi 09:45AM
0Added W ater:
88º F Air Content:Temperature - Air:Concrete:
Time Sampled:Slump:
Sample
No
Test
Date
Test
Age
Type
Cure Breaking
Load,lbs
Compr.
Str.,psi
Brk
Typ
Review
by
FIELD TEST DATA:Milton E. Perez 10:27AM 5.00 in.
1.80 % (P)
Tested by:
88º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
39304966413377405/17/2016 7 Lab 4.01 12.62 3 TT02
49106207213377506/07/2016 28 Lab 4.01 12.62 3 TT02
47005941413377606/07/2016 28 Lab 4.01 12.62 3 TT02
47705998013377706/07/2016 28 Lab 4.00 12.56 3 TT02
133778 07/05/2016 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 are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617.
Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39.
No Curing Box
Ice
Other
Print Date:06/09/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,8
05/10/2016
6710-AProject :
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
Concrete Cylinders Strength Report
Set Designation:D
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
Slab on Grade, Pour 1
LMC 9161 64406374
1418 3500 psi 11:27AM
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
Typ
Review
by
FIELD TEST DATA:Milton E. Perez 11:54AM 5.00 in.Tested by:
89º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
39804995213378005/17/2016 7 Lab 4.00 12.56 3 TT02
48006061613378106/07/2016 28 Lab 4.01 12.62 3 TT02
48306098413378206/07/2016 28 Lab 4.01 12.62 3 TT02
49106166013378306/07/2016 28 Lab 4.00 12.56 3 TT02
133784 07/05/2016 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 are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617.
Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39.
No Curing Box
Ice
Other
Print Date:06/09/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,7
05/10/2016
6710-AProject :
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
Concrete Cylinders Strength Report
Set Designation:X1
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
Slab on grade, Pour 1
LMC 3032 64406351
1418 3500 psi 10:06AM
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
Typ
Review
by
FIELD TEST DATA:Milton E. Perez 11:25AM 5.00 in.Tested by:
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
40205078413377906/07/2016 28 Lab 4.01 12.62 3 TT02
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 are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617.
Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39.
No Curing Box
Ice
Other
Print Date:06/09/2016
TT02
BR01