Duke Freeport-LR160728 (4)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
46, 47, 49
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 27 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,46
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: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
Tilt W all Panels at Gridlines L-D/1
LMC 0004 62998741
1600 4000 psi 06:27AM
0Added W ater:
96º 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 06:59AM 5.00 in.
2.00 % (P)
Tested by:
86º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
31603990413718207/02/2016 3 Lab 4.01 12.62 3 TT02
32204061413718307/06/2016 7 Lab 4.01 12.62 3 TT02
33604221613718407/07/2016 8 Lab 4.00 12.56 3 TT02
34404326413718507/08/2016 9 Lab 4.00 12.56 3 TT02
44905672013718607/27/2016 28 Lab 4.01 12.62 3 TT02
46905894013718707/27/2016 28 Lab 4.00 12.56 3 TT02
44105568013718807/27/2016 28 Lab 4.01 12.62 3 TT02
137189 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
4000 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,47
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: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
Tilt W all Panels at Gridlines L-D/1
LMC 5022 63103137
1600 4000 psi 07:50AM
20 Gals.Added W ater:
96º 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 08:30AM 5.50 in.
1.50 % (P)
Tested by:
87º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
30303832013719007/02/2016 3 Lab 4.01 12.62 3 TT02
31203944013719107/06/2016 7 Lab 4.01 12.62 3 TT02
32704108013719207/07/2016 8 Lab 4.00 12.56 3 TT02
32504109613719307/08/2016 9 Lab 4.01 12.62 3 TT02
42405331213719407/27/2016 28 Lab 4.00 12.56 3 TT02
43805529613719507/27/2016 28 Lab 4.01 12.62 3 TT02
43905548413719607/27/2016 28 Lab 4.01 12.62 3 TT02
137197 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
4000 psi
Project:
Location:
Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway,49
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: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
Tilt W all Panels at Gridlines L-D/1
LMC 9118 64410087
1600 4000 psi 10:01AM
0Added W ater:
96º 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 10:52AM 5.50 in.
1.10 % (P)
Tested by:
88º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
29603725613720607/02/2016 3 Lab 4.00 12.56 3 TT02
30003783213720707/06/2016 7 Lab 4.01 12.62 3 TT02
32904158413720807/07/2016 8 Lab 4.01 12.62 3 TT02
31603988013720907/08/2016 9 Lab 4.01 12.62 3 TT02
40005031413721007/27/2016 28 Lab 4.00 12.56 3 TT02
41405232013721107/27/2016 28 Lab 4.01 12.62 3 TT02
41905288613721207/27/2016 28 Lab 4.01 12.62 3 TT02
137213 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