Duke Freeport- LR160611LETTER 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
06/11/2016
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
9, 10, 11, 12, 13, 14
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 11 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,9
05/13/2016
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 at Building Pad, Pour 2
LMC 1408 64406587
1418 3500 psi 06:29AM
0Added W ater:
65º 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 07:04AM 5.25 in.
1.30 % (P)
Tested by:
71º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
43905513613410205/20/2016 7 Lab 4.00 12.56 3 TT02
54406869613410306/10/2016 28 Lab 4.01 12.62 3 TT02
53506791213410406/10/2016 28 Lab 4.02 12.69 3 TT02
53706784013410506/10/2016 28 Lab 4.01 12.62 2 TT02
134106 07/08/2016 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:06/11/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,10
05/13/2016
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 at Building Pad, Pour 2
LMC 0004 62996724
1418 3500 psi 07:24AM
0Added W ater:
67º 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 08:25AM 5.25 in.
1.60 % (P)
Tested by:
77º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
43405481613410705/20/2016 7 Lab 4.01 12.62 3 TT02
53006732813410806/10/2016 28 Lab 4.02 12.69 2 TT02
52106579213410906/10/2016 28 Lab 4.01 12.62 2 TT02
50906432813411006/10/2016 28 Lab 4.01 12.62 2 TT02
134111 07/08/2016 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:06/11/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,11
05/13/2016
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 at Building Pad, Pour 2
LMC 7017 64406607
1418 3500 psi 08:13AM
0Added W ater:
70º 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 08:53AM 5.50 in.
2.10 % (P)
Tested by:
77º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
43905548813411205/20/2016 7 Lab 4.01 12.62 3 TT02
51306511213411306/10/2016 28 Lab 4.02 12.69 3 TT02
50706434413411406/10/2016 28 Lab 4.02 12.69 3 TT02
50606391213411506/10/2016 28 Lab 4.01 12.62 5 TT02
134116 07/08/2016 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:06/11/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,12
05/13/2016
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 at Building Pad, Pour 2
LMC 0006 62996742
1418 3500 psi 09:24AM
0Added W ater:
81º 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 10:15AM 4.50 in.
1.70 % (P)
Tested by:
76º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
36804652813411705/20/2016 7 Lab 4.01 12.62 3 TT02
47405987213411806/10/2016 28 Lab 4.01 12.62 2 TT02
46405857613411906/10/2016 28 Lab 4.01 12.62 3 TT02
47405959213412006/10/2016 28 Lab 4.00 12.56 3 TT02
134121 07/08/2016 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:06/11/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,13
05/13/2016
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
Meinhardt & Associates - David Meinhardt
LJB inc - Jim Lintz
Duke Realty - Glen Stevenson
Slab on Grade at Building Pad, Pour 2
LMC 6037 62996757
1418 3500 psi 11:17AM
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 12:18PM 4.75 in.Tested by:
88º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
35504486413412205/20/2016 7 Lab 4.01 12.62 3 TT02
44705669613412306/10/2016 28 Lab 4.02 12.69 3 TT02
45005705613412406/10/2016 28 Lab 4.02 12.69 3 TT02
45005680013412506/10/2016 28 Lab 4.01 12.62 3 TT02
134126 07/08/2016 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:06/11/2016
TT02
BR01
3500 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,14
05/13/2016
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
Meinhardt & Associates - David Meinhardt
LJB inc - Jim Lintz
Duke Realty - Glen Stevenson
Slab on Grade at Building Pad, Pour 2
LMC 3014 62996771
1418 3500 psi 12:53PM
0Added W ater:
89º 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 01:30PM 5.25 in.
1.30 % (P)
Tested by:
78º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
42305312813412705/20/2016 7 Lab 4.00 12.56 3 TT02
51406460013412806/10/2016 28 Lab 4.00 12.56 3 TT02
52106615213412906/10/2016 28 Lab 4.02 12.69 3 TT02
51206498013413006/10/2016 28 Lab 4.02 12.69 3 TT02
134131 07/08/2016 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:06/11/2016
TT02
BR01