Duke Freeport- LR160526 (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
05/26/2016
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
Timothy Tarbutton
Project Manager
15, 15, 16, 17, 18, 19, 20
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
MAY 26 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,15
05/18/2016
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
Duke Realty - Glen Stevenson
Slab on Grade Pour 3
LMC 5030 63101829
1418 3500 psi 09:47AM
0Added W ater:
60º 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 10:16AM 5.50 in.
1.70 % (P)
Tested by:
71º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
47305974413442205/25/2016 7 Lab 4.01 12.62 2 TT02
134423 06/15/2016 28 Lab
134424 06/15/2016 28 Lab
134425 06/15/2016 28 Lab
134426 05/19/2016 1 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:05/26/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,15
05/18/2016
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
Duke Realty - Glen Stevenson
Slab on Grade Pour 3
LMC 5030 63101829
1418 3500 psi 09:47AM
0Added W ater:
60º 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 10:16AM 5.50 in.
1.70 % (P)
Tested by:
71º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
47305974413442205/25/2016 7 Lab 4.01 12.62 2 TT02
134423 06/15/2016 28 Lab
134424 06/15/2016 28 Lab
134425 06/15/2016 28 Lab
16202048013442605/19/2016 1 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:05/26/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,16
05/18/2016
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
Duke Realty - Glen Stevenson
Slab on Grade Pour 3
LMC 3021 64407028
1418 3500 psi 10:54AM
5 Gals.Added W ater:Time Added:11:26AM
60º 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 11:27AM 5.25 in.
1.30 % (P)
Tested by:
71º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
46805916813442705/25/2016 7 Lab 4.01 12.62 2 TT02
134428 06/15/2016 28 Lab
134429 06/15/2016 28 Lab
134430 06/15/2016 28 Lab
134431 07/13/2016 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:05/26/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,17
05/18/2016
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
Duke Realty - Glen Stevenson
Slab on Grade Pour 3
LMC 1420 62996955
1418 3500 psi 12:28PM
0Added W ater:
60º 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 12:59PM 5.00 in.
1.10 % (P)
Tested by:
68º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
48406109213443205/25/2016 7 Lab 4.01 12.62 3 TT02
134433 06/15/2016 28 Lab
134434 06/15/2016 28 Lab
134435 06/15/2016 28 Lab
134436 07/13/2016 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:05/26/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,18
05/18/2016
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
Duke Realty - Glen Stevenson
Slab on Grade Pour 3
LMC 6037 63101866
1418 3500 psi 01:44PM
0Added W ater:
60º 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 02:30PM 5.50 in.
1.60 % (P)
Tested by:
76º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
48806160013443705/25/2016 7 Lab 4.01 12.62 3 TT02
134438 06/15/2016 28 Lab
134439 06/15/2016 28 Lab
134440 06/15/2016 28 Lab
134441 07/13/2016 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:05/26/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,19
05/18/2016
6710-AProject :
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
Concrete Cylinders Strength Report
Set Designation:E
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
Duke Realty - Glen Stevenson
Slab on Grade Pour 3
LMC 0000 00000000
1418 3500 psi 02:50PM
0Added W ater:
60º 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 03:40PM 5.50 in.
1.80 % (P)
Tested by:
75º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
49206188813444205/25/2016 7 Lab 4.00 12.56 2 TT02
134443 06/15/2016 28 Lab
134444 06/15/2016 28 Lab
134445 06/15/2016 28 Lab
134446 07/13/2016 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:05/26/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,20
05/18/2016
6710-AProject :
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
(972) 392-3222 [Phone]
(214) 483-9684 [Fax]
Concrete Cylinders Strength Report
Set Designation:F
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
Duke Realty - Glen Stevenson
Slab on Grade Pour 3
LMC 9150 64407100
1418 3500 psi 04:09PM
0Added W ater:
66º 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 04:48PM 5.75 in.Tested by:
74º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
48106074013444705/25/2016 7 Lab 4.01 12.62 2 TT02
134448 06/15/2016 28 Lab
134449 06/15/2016 28 Lab
134450 06/15/2016 28 Lab
134451 07/13/2016 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:05/26/2016
TT02
BR01