Duke Freeport-LR160912LETTER 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
09/12/2016
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
74, 88, 89, 90
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 12 2016
POSSIBLE LOW 28-DAY TEST RESULTS REPORTS 89
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
4000 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 74
08/11/2016
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
Area inlet at Storm Line ST-1A
Redi-Mix Concrete 1302 25375511
10L11524 4000 psi 07:48AM
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 08:30AM 3.75 in.
3.20 % (P)
Tested by:
95º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
38804905014006008/18/2016 7 Lab 4.01 12.62 3 TT02U
45105701614006109/08/2016 28 Lab 4.01 12.62 2 TT02U
46805912714006209/08/2016 28 Lab 4.01 12.62 3 TT02U
49806294414006309/08/2016 28 Lab 4.01 12.62 3 TT02U
140064 10/06/2016 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:09/12/2016
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 88
09/01/2016
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
Approach from Freeport Parkway
LMC 0235 76830609
1701 4000 psi 06:36AM
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:Alex Daniel Cook 07:20AM 5.00 in.
6.00 % (P)
Tested by:
78º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
30003793314143109/08/2016 7 Lab 4.01 12.62 2 TT02U
141432 09/29/2016 28 Lab
141433 09/29/2016 28 Lab
141434 09/29/2016 28 Lab
141435 10/27/2016 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 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:09/12/2016
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 89
09/01/2016
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
Approach from Freeport Parkway
LMC 7069 76830615
1701 4000 psi 07:15AM
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:Alex Daniel Cook 08:00AM 4.50 in.
6.00 % (P)
Tested by:
79º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
25803253914143709/08/2016 7 Lab 4.01 12.62 3 TT02U
141438 09/29/2016 28 Lab
141439 09/29/2016 28 Lab
141440 09/29/2016 28 Lab
141441 10/27/2016 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
POSSIBLE LOW 28-DAY TEST RESULTS
Print Date:09/12/2016
TT02
BR01
Texas Registered Engineering Firm # F-8461
3000 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 90
09/01/2016
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
Flatwork
LMC 1407 76830632
5177 3000 psi 09:01AM
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:Alex Daniel Cook 09:40AM 5.00 in.
3.50 % (P)
Tested by:
80º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
23502969714144309/08/2016 7 Lab 4.01 12.62 3 TT02U
141444 09/29/2016 28 Lab
141445 09/29/2016 28 Lab
141446 09/29/2016 28 Lab
141447 10/27/2016 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:09/12/2016
TT02
BR01