Duke Freeport-LR160906LETTER 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
09/06/2016
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
51, 52, 53, 54, 50, 55, 69, 70, 71, 73, 72
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 2 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.
Texas Registered Engineering Firm # F-8461
4000 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 51
07/07/2016
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
Tilt W all Panels at Grindlines from A-E/1.3, A/1.3-5, and A-C/5.
LMC 7003 63103364
1600 4000 psi 06:36AM
10 Gals.Added W ater:
85º 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:Milton E. Perez 06:59AM 5.00 in.
0.50 % (P)
Tested by:
87º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
22402812013749107/11/2016 4 Lab 4.00 12.56 3 TT02U
35204444813749207/14/2016 7 Lab 4.01 12.62 3 TT02U
32504101613749307/13/2016 6 Lab 4.01 12.62 3 TT02U
37404717613749407/16/2016 9 Lab 4.01 12.62 3 TT02U
48706147213749508/04/2016 28 Lab 4.01 12.62 3 TT02U
48106072813749608/04/2016 28 Lab 4.01 12.62 2 TT02U
47606006413749708/04/2016 28 Lab 4.01 12.62 2 TT02U
49406239813749809/01/2016 56 Lab 4.01 12.62 3 TT02U
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:09/06/2016
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 52
07/07/2016
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
Tilt W all Panels at Grindlines from A-E/1.3, A/1.3-5, and A-C/5.
LMC 0168 63103374
1600 4000 psi 07:32AM
0Added W ater:
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
Type
Review
by
FIELD TEST DATA:Milton E. Perez 07:56AM 5.50 in.
1.40 % (P)
Tested by:
88º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
24603088013749907/11/2016 4 Lab 4.00 12.56 3 TT02U
34704376813750007/14/2016 7 Lab 4.01 12.62 3 TT02U
32104051213750107/13/2016 6 Lab 4.01 12.62 3 TT02U
36404602413750207/16/2016 9 Lab 4.01 12.62 3 TT02U
46805916813750308/04/2016 28 Lab 4.01 12.62 3 TT02U
46705893613750408/04/2016 28 Lab 4.01 12.62 2 TT02U
45505741813750508/04/2016 28 Lab 4.01 12.62 2 TT02U
47305940913750609/01/2016 56 Lab 4.00 12.56 3 TT02U
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:09/06/2016
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 53
07/07/2016
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
Tilt W all Panels at Grindlines from A-E/1.3, A/1.3-5, and A-C/5.
LMC 0000 00000000
1600 4000 psi 07:44AM
0Added W ater:
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
Type
Review
by
FIELD TEST DATA:Milton E. Perez 08:25AM 5.00 in.
1.70 % (P)
Tested by:
89º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
23802995213750707/11/2016 4 Lab 4.00 12.56 3 TT02U
33904260013750807/14/2016 7 Lab 4.00 12.56 3 TT02U
30903906413750907/13/2016 6 Lab 4.01 12.62 3 TT02U
36104538613751007/16/2016 9 Lab 4.00 12.56 3 TT02U
46905892813751108/04/2016 28 Lab 4.00 12.56 3 TT02U
47906018413751208/04/2016 28 Lab 4.00 12.56 2 TT02U
47405984813751308/04/2016 28 Lab 4.01 12.62 3 TT02U
48106046413751409/01/2016 56 Lab 4.00 12.56 3 TT02U
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:09/06/2016
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 54
07/07/2016
6710-AProject :
Concrete Cylinders Strength Report
Set Designation:D
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
Tilt W all Panels at Grindlines from A-E/1.3, A/1.3-5, and A-C/5.
LMC 0001 62999089
1600 4000 psi 10:46AM
0Added W ater:
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
Type
Review
by
FIELD TEST DATA:Milton E. Perez 11:22AM 4.50 in.
3.20 % (P)
Tested by:
96º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
24603109613751507/11/2016 4 Lab 4.01 12.62 3 TT02U
34804375213751607/14/2016 7 Lab 4.00 12.56 3 TT02U
32004024013751707/13/2016 6 Lab 4.00 12.56 3 TT02U
36804644813751807/16/2016 9 Lab 4.01 12.62 3 TT02U
47506004013751908/04/2016 28 Lab 4.01 12.62 3 TT02U
54606895313752008/04/2016 28 Lab 4.01 12.62 3 TT02U
48406108013752108/04/2016 28 Lab 4.01 12.62 2 TT02U
48906149413752209/01/2016 56 Lab 4.00 12.56 2 TT02U
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:09/06/2016
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 50
07/07/2016
6710-AProject :
Concrete Cylinders Strength Report
Set Designation:E
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
Pavement on Private Drive by Bethel Road
LMC 1416 63103416
1701 4000 psi 01:24PM
0Added W ater:
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
Type
Review
by
FIELD TEST DATA:Milton E. Perez 02:17PM 5.75 in.
3.40 % (P)
Tested by:
90º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
32504110413748607/14/2016 7 Lab 4.01 12.62 3 TT02U
45005653613748708/04/2016 28 Lab 4.00 12.56 3 TT02U
44105573613748808/04/2016 28 Lab 4.01 12.62 3 TT02U
43305472013748908/04/2016 28 Lab 4.01 12.62 3 TT02U
44105564813749009/01/2016 56 Lab 4.01 12.62 3 TT02U
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:09/06/2016
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 55
07/08/2016
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
Footings at Gridlines L/1-4.7
LMC 0000 00000000
5150 3000 psi 01:15PM
0Added W ater:
93º 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:Milton E. Perez 01:51PM 5.25 in.
1.10 % (P)
Tested by:
91º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
22202793613767907/15/2016 7 Lab 4.00 12.56 3 TT02U
29903760013768008/05/2016 28 Lab 4.00 12.56 3 TT02U
29403696013768108/05/2016 28 Lab 4.00 12.56 3 TT02U
28603593613768208/05/2016 28 Lab 4.00 12.56 3 TT02U
31103911213768309/02/2016 56 Lab 4.00 12.56 3 TT02U
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:09/06/2016
TT02
BR01
Texas Registered Engineering Firm # F-8461
3600 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 69
08/04/2016
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
Pavement Pour 5
LMC 7017 64412538
1701 3600 psi 04:55AM
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:Zerubabel A. Gudeta 05:40AM 4.50 in.
3.00 % (P)
Tested by:
87º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
27503452013965508/11/2016 7 Lab 4.00 12.56 3 TT02U
38504866113965609/01/2016 28 Lab 4.01 12.62 3 TT02U
37004678013965709/01/2016 28 Lab 4.01 12.62 3 TT02U
37404724813965809/01/2016 28 Lab 4.01 12.62 3 TT02U
139659 09/29/2016 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 Box
Ice
Other
Print Date:09/06/2016
TT02
BR01
Texas Registered Engineering Firm # F-8461
3600 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 70
08/04/2016
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
Pavement Pour 5
LMC 0314 63000700
1701 3600 psi 06:19AM
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:Zerubabel A. Gudeta 07:17AM 5.00 in.
3.20 % (P)
Tested by:
91º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
25703245613966008/11/2016 7 Lab 4.01 12.62 3 TT02U
37004671213966109/01/2016 28 Lab 4.01 12.62 3 TT02U
37604745113966209/01/2016 28 Lab 4.01 12.62 3 TT02U
35804498013966309/01/2016 28 Lab 4.00 12.56 3 TT02U
139664 09/29/2016 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 Box
Ice
Other
Print Date:09/06/2016
TT02
BR01
Texas Registered Engineering Firm # F-8461
3600 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 71
08/04/2016
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
Pavement Pour 5
LMC 0257 63104528
1701 3600 psi 07:30AM
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:Zerubabel A. Gudeta 08:53AM 4.40 in.
3.00 % (P)
Tested by:
90º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
25803260813966508/11/2016 7 Lab 4.01 12.62 3 TT02U
38304841913966609/01/2016 28 Lab 4.01 12.62 3 TT02U
36704610513966709/01/2016 28 Lab 4.00 12.56 3 TT02U
36104555913966809/01/2016 28 Lab 4.01 12.62 3 TT02U
139669 09/29/2016 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 Box
Ice
Other
Print Date:09/06/2016
TT02
BR01
Texas Registered Engineering Firm # F-8461
3600 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 73
08/04/2016
6710-AProject :
Concrete Cylinders Strength Report
Set Designation:D
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
Pavement Pour 5
LMC 0004 63000722
1701 3600 psi 08:27AM
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:Zerubabel A. Gudeta 09:54AM 4.90 in.
3.00 % (P)
Tested by:
93º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
24803128013967708/11/2016 7 Lab 4.01 12.62 3 TT02U
37204699513967809/01/2016 28 Lab 4.01 12.62 3 TT02U
35604472513967909/01/2016 28 Lab 4.00 12.56 3 TT02U
37004668213968009/01/2016 28 Lab 4.01 12.62 3 TT02U
139681 09/29/2016 56 Lab
FIELD CURING CONDITIONS:
Curing Box Insulated
Heated
Cooled
Caps
Remarks:
Final Review By:
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:09/06/2016
TT02
BR01
Texas Registered Engineering Firm # F-8461
3600 psiProject:
Location:Report No.:
Design Strength:
Cast Date:
Tohatsu
NEC Bethel Road and Freeport Parkway, Coppell, TX 72
08/04/2016
6710-AProject :
Concrete Cylinders Strength Report
Set Designation:Z
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
Decorative concrete at the South approach
LMC 63104534
1701 3600 psi 08:19AM
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:Zerubabel A. Gudeta 09:13AM 5.00 in.
3.50 % (P)
Tested by:
90º F
Average
Measured
Diameter in.
Avg. Measured
Cross-Sectional
Area in.-sq
Cap
Type
33204198413967008/11/2016 7 Lab 4.01 12.62 3 TT02U
30803894613967108/08/2016 4 Lab 4.01 12.62 3 TT02U
34604345613967208/11/2016 7 Lab 4.00 12.56 3 TT02U
39004929713967309/01/2016 28 Lab 4.01 12.62 3 TT02U
41205174713967409/01/2016 28 Lab 4.00 12.56 3 TT02U
42605383213967509/01/2016 28 Lab 4.01 12.62 3 TT02U
139676 09/29/2016 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 Box
Ice
Other
Print Date:09/06/2016
TT02
BR01