Duke Freeport-LR160816
ECS Texas, LLP
3033 Kellway Drive, Suite 110
CONCRETE, GROUT, AND MORTAR TESTS
Carrollton, TX 75006
LETTER OF TRANSMITTAL
(972) 392-3222 \[Phone\]
(214) 483-9684 \[Fax\]
Texas Registered Engineering Firm # F-8461
08/16/2016
DATE:
TO:Duke Realty
South/West Region
Tohatsu
RE:
14241 North Dallas Parkway, Suite 1000
PERMIT #:
Dallas, TX 75254
ATTN:Mr. Sean Jeanes, P.E. LEED AP
JOB NO.:006710A
LOCATION:
NEC Bethel Road and Freeport Parkway, Coppell, TX
Dallas County
Weare enclosing:
XAttachedXFor Your Use
XMaterials Engineering Division Concrete Reports:As Requested
X
69, 70, 71, 73, 72
POSSIBLE LOW 28-DAY TEST RESULTS REPORTS 70, 71, 73
Duke Realty- Todd Henry
CC:
Duke Realty- Glen Stevenson
Pacheco Koch Consulting Engineers - Clayton J. Strolle,
Cityof Coppell - Matt Mabry
Weir Bros., Inc. - Mike Weir
Meinhardt & Associates - David Meinhardt
LJB inc - Jim Lintz
Mark R. Zortman, P.E.TimothyTarbutton
AUG 16 2016
By:
Principal EngineerProject Manager
This report (and any included attachments) shall not be reproduced, except in full, without the prior written approval of ECS.
Concrete Cylinders Strength Report
ECS Texas, LLP
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
Project :Set Designation:A
6710-A
(972) 392-3222 \[Phone\]
Cast Date:
(214) 483-9684 \[Fax\]
08/04/2016
Design Strength:
3600 psi
Project:Tohatsu
Report No.:
69
Location:NEC Bethel Road and Freeport Parkway,
Duke Realty- Sean Jeanes, P.E. LEED
Owner:Client:
Arch.:
Meinhardt & Associates - David MeinhardtGen. Contr.:Duke Realty- Glen Stevenson
Struc. Eng.:Conc. Contr.:
LJB inc - Jim Lintz
Placement Location:Pavement Pour 5
Concrete Supplier:LMCTruck No:7017Ticket No:64412538
Mix Designation:1701Mix Strength:3600 psiBatch Time:
04:55AM
Added Water:
0
Zerubabel A. Gudeta4.50 in.
FIELD TEST DATA:Tested by:Time Sampled:05:40AMSlump:
Air Content:
Temperature - Air:90º FConcrete:87º F
3.00 % (P)
AverageAvg. Measured
Type
SampleTestTestBreakingCompr.BrkReview
MeasuredCross-Sectional
Cure
NoDateAgeTypby
Load,lbs
Str.,psi
Diameter in.Area in.-sq
13965508/11/20167Lab4.0012.563452027503TT02
13965609/01/201628Lab
13965709/01/201628Lab
13965809/01/201628Lab
13965909/29/201656Lab
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.
FIELD CURING CONDITIONS:
XInsulatedCooledIce
Curing Box
No Curing BoxHeatedCapsOther
Remarks:
Final Review By:
TT02
Print Date:08/16/2016
BR01
Concrete Cylinders Strength Report
ECS Texas, LLP
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
Project :Set Designation:B
6710-A
(972) 392-3222 \[Phone\]
Cast Date:
(214) 483-9684 \[Fax\]
08/04/2016
Design Strength:
3600 psi
Project:Tohatsu
Report No.:
70
Location:NEC Bethel Road and Freeport Parkway,
Duke Realty- Sean Jeanes, P.E. LEED
Owner:Client:
Arch.:
Meinhardt & Associates - David MeinhardtGen. Contr.:Duke Realty- Glen Stevenson
Struc. Eng.:Conc. Contr.:
LJB inc - Jim Lintz
Placement Location:Pavement Pour 5
Concrete Supplier:LMCTruck No:0314Ticket No:63000700
Mix Designation:1701Mix Strength:3600 psiBatch Time:
06:19AM
Added Water:
0
Zerubabel A. Gudeta5.00 in.
FIELD TEST DATA:Tested by:Time Sampled:07:17AMSlump:
Air Content:
Temperature - Air:90º FConcrete:91º F
3.20 % (P)
AverageAvg. Measured
Type
SampleTestTestBreakingCompr.BrkReview
MeasuredCross-Sectional
Cure
NoDateAgeTypby
Load,lbs
Str.,psi
Diameter in.Area in.-sq
13966008/11/20167Lab4.0112.623245625703TT02
13966109/01/201628Lab
13966209/01/201628Lab
13966309/01/201628Lab
13966409/29/201656Lab
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.
FIELD CURING CONDITIONS:
XInsulatedCooledIce
Curing Box
No Curing BoxHeatedCapsOther
Remarks:
Final Review By:
POSSIBLE LOW 28-DAY TEST RESULTS
TT02
Print Date:08/16/2016
BR01
Concrete Cylinders Strength Report
ECS Texas, LLP
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
Project :Set Designation:C
6710-A
(972) 392-3222 \[Phone\]
Cast Date:
(214) 483-9684 \[Fax\]
08/04/2016
Design Strength:
3600 psi
Project:Tohatsu
Report No.:
71
Location:NEC Bethel Road and Freeport Parkway,
Duke Realty- Sean Jeanes, P.E. LEED
Owner:Client:
Arch.:
Meinhardt & Associates - David MeinhardtGen. Contr.:Duke Realty- Glen Stevenson
Struc. Eng.:Conc. Contr.:
LJB inc - Jim Lintz
Placement Location:Pavement Pour 5
Concrete Supplier:LMCTruck No:0257Ticket No:63104528
Mix Designation:1701Mix Strength:3600 psiBatch Time:
07:30AM
Added Water:
0
Zerubabel A. Gudeta4.40 in.
FIELD TEST DATA:Tested by:Time Sampled:08:53AMSlump:
Air Content:
Temperature - Air:90º FConcrete:90º F
3.00 % (P)
AverageAvg. Measured
Type
SampleTestTestBreakingCompr.BrkReview
MeasuredCross-Sectional
Cure
NoDateAgeTypby
Load,lbs
Str.,psi
Diameter in.Area in.-sq
13966508/11/20167Lab4.0112.623260825803TT02
13966609/01/201628Lab
13966709/01/201628Lab
13966809/01/201628Lab
13966909/29/201656Lab
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.
FIELD CURING CONDITIONS:
XInsulatedCooledIce
Curing Box
No Curing BoxHeatedCapsOther
Remarks:
Final Review By:
POSSIBLE LOW 28-DAY TEST RESULTS
TT02
Print Date:08/16/2016
BR01
Concrete Cylinders Strength Report
ECS Texas, LLP
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
Project :Set Designation:D
6710-A
(972) 392-3222 \[Phone\]
Cast Date:
(214) 483-9684 \[Fax\]
08/04/2016
Design Strength:
3600 psi
Project:Tohatsu
Report No.:
73
Location:NEC Bethel Road and Freeport Parkway,
Duke Realty- Sean Jeanes, P.E. LEED
Owner:Client:
Arch.:
Meinhardt & Associates - David MeinhardtGen. Contr.:Duke Realty- Glen Stevenson
Struc. Eng.:Conc. Contr.:
LJB inc - Jim Lintz
Placement Location:Pavement Pour 5
Concrete Supplier:LMCTruck No:0004Ticket No:63000722
Mix Designation:1701Mix Strength:3600 psiBatch Time:
08:27AM
Added Water:
0
Zerubabel A. Gudeta4.90 in.
FIELD TEST DATA:Tested by:Time Sampled:09:54AMSlump:
Air Content:
Temperature - Air:90º FConcrete:93º F
3.00 % (P)
AverageAvg. Measured
Type
SampleTestTestBreakingCompr.BrkReview
MeasuredCross-Sectional
Cure
NoDateAgeTypby
Load,lbs
Str.,psi
Diameter in.Area in.-sq
13967708/11/20167Lab4.0112.623128024803TT02
13967809/01/201628Lab
13967909/01/201628Lab
13968009/01/201628Lab
13968109/29/201656Lab
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.
FIELD CURING CONDITIONS:
InsulatedCooledIce
Curing Box
X
No Curing BoxHeatedCapsOther
Remarks:
Final Review By:
POSSIBLE LOW 28-DAY TEST RESULTS
TT02
Print Date:08/16/2016
BR01
Concrete Cylinders Strength Report
ECS Texas, LLP
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
Project :Set Designation:Z
6710-A
(972) 392-3222 \[Phone\]
Cast Date:
(214) 483-9684 \[Fax\]
08/04/2016
Design Strength:
3600 psi
Project:Tohatsu
Report No.:
72
Location:NEC Bethel Road and Freeport Parkway,
Duke Realty- Sean Jeanes, P.E. LEED
Owner:Client:
Arch.:
Meinhardt & Associates - David MeinhardtGen. Contr.:Duke Realty- Glen Stevenson
Struc. Eng.:Conc. Contr.:
LJB inc - Jim Lintz
Placement Location:Decorative concrete at the South approach
Concrete Supplier:LMCTruck No:Ticket No:63104534
Mix Designation:1701Mix Strength:3600 psiBatch Time:
08:19AM
Added Water:
0
Zerubabel A. Gudeta5.00 in.
FIELD TEST DATA:Tested by:Time Sampled:09:13AMSlump:
Air Content:
Temperature - Air:90º FConcrete:90º F
3.50 % (P)
AverageAvg. Measured
Type
SampleTestTestBreakingCompr.BrkReview
MeasuredCross-Sectional
Cure
NoDateAgeTypby
Load,lbs
Str.,psi
Diameter in.Area in.-sq
13967008/11/20167Lab4.0112.624198433203TT02
13967108/08/20164Lab4.0112.623894630803TT02
13967208/11/20167Lab4.0012.564345634603TT02
13967309/01/201628Lab
13967409/01/201628Lab
13967509/01/201628Lab
13967609/29/201656Lab
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.
FIELD CURING CONDITIONS:
XInsulatedCooledIce
Curing Box
No Curing BoxHeatedCapsOther
Remarks:
Final Review By:
TT02
Print Date:08/16/2016
BR01