Duke Freeport-LR160810
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
08/10/2016
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
67, 66
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 10 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 \[Fax\]
08/02/2016
Design Strength:
4000 psi
Project:Tohatsu
Report No.:
67
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:Approach at Bethel Road
Concrete Supplier:LMCTruck No:0000Ticket No:00000000
Mix Designation:1701Mix Strength:4000 psiBatch Time:
09:00AM
Added Water:
0
Milton E. Perez4.50 in.
FIELD TEST DATA:Tested by:Time Sampled:09:31AMSlump:
Air Content:
Temperature - Air:81º FConcrete:84º F
3.00 % (P)
AverageAvg. Measured
Type
SampleTestTestBreakingCompr.BrkReview
MeasuredCross-Sectional
Cure
NoDateAgeTypby
Load,lbs
Str.,psi
Diameter in.Area in.-sq
13930308/09/20167Lab4.0112.623999231703TT02
13930408/30/201628Lab
13930508/30/201628Lab
13930608/30/201628Lab
13930709/27/201656Lab
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
X
Remarks:
Final Review By:
TT02
Print Date:08/10/2016
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 \[Fax\]
08/02/2016
Design Strength:
3500 psi
Project:Tohatsu
Report No.:
66
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:Building Pad Slab Leave Out
Concrete Supplier:LMCTruck No:1512Ticket No:63000490
Mix Designation:1418Mix Strength:3500 psiBatch Time:
09:00AM
Added Water:
0
Milton E. Perez5.00 in.
FIELD TEST DATA:Tested by:Time Sampled:09:42AMSlump:
Air Content:
Temperature - Air:81º FConcrete:82º F
1.10 % (P)
AverageAvg. Measured
Type
SampleTestTestBreakingCompr.BrkReview
MeasuredCross-Sectional
Cure
NoDateAgeTypby
Load,lbs
Str.,psi
Diameter in.Area in.-sq
13929808/09/20167Lab4.0112.623708829403TT02
13929908/30/201628Lab
13930008/30/201628Lab
13930108/30/201628Lab
13930209/27/201656Lab
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
X
Remarks:
Final Review By:
TT02
Print Date:08/10/2016
BR01