Duke Freeport-LR160728 (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
07/28/2016
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
48
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
JUL 28 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.
4000 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,48
06/29/2016
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
Tilt W all Panels at Gridlines L-D/1
LMC 1509 63717220
1600 4000 psi 09:34AM
40 Gals.Added W ater:Time Added:10:33AM
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 10:24AM 5.00 in.
2.10 % (P)
Tested by:
88º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
32604096013719807/02/2016 3 Lab 4.00 12.56 3 TT02
33204187213719907/06/2016 7 Lab 4.01 12.62 3 TT02
34304328813720007/07/2016 8 Lab 4.01 12.62 3 TT02
34604364013720107/08/2016 9 Lab 4.01 12.62 3 TT02
45305688013720207/27/2016 28 Lab 4.00 12.56 3 TT02
43305472813720307/27/2016 28 Lab 4.01 12.62 3 TT02
43905518013720407/27/2016 28 Lab 4.00 12.56 3 TT02
137205 08/24/2016 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 are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617.
No Curing BoxX
Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39.
Ice
Other
Print Date:07/28/2016
TT02
BR01