HomeMy WebLinkAboutCONCRETE FIELD TESTS - 22-00007 - 253 W 2nd S - Sundance Bldg CFile Name
22214C04152022LC
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766E1E3B-8605-43BE-BD14-9049162C13EF 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
10.0
Ticket #:
07008
Project Name:
Sundance Apartments
Test Location:
Northwest corner of footings
Client:
Bart Stevens
Admixtures:
Required 28 day Strength
(psi):
4,500.0
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Date:
04/15/2022
Start Time
01:30 PM
End Time
03:30 PM
Testing:
Set #:Time
Tested:
Ticket #:Test
Location:
Ambient
Temp.
(°F):
Unit Weight
(PCF):
Entrained
Air (%):
Entrained
Air
Spec.
(%):
Concrete
Temp.
(°F):
Slump
(in):
Slump
Spec.
(in):
1 02:15
PM
07008 Northwest
corner of
footings
42 138.96 6.00 5.5 +- 1 67 6.00 4 max
Observations/Remarks:
Arrived on site around 2:00 PM and met with Tom to test concrete for building footings. The first truck was
tested at the north west corner of the footings. Air content was recorded and reported as 6.0% and slump was
recorded and reported as 6.0 inches.
Results were immediately reported to Tom with Bart Stevens. Concrete placement was observed to meet
specifications with standard mechanical vibration. Test specimens were made and left on site near the east side
of the footings.
Left site around 3:00 PM.
Tested By:
L. Clifford
Signature:
Reviewed By:
E. Vail
Signature:
File Name
22214C04152022LC
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Date:
04/16/2022
Inspection Images
File Name:
22214FB04132022LSH
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EB30633D-7756-48C6-87DB-6A6693A9EDED 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
10.0
Project Name:
Sundance Apartments
Test Location:
Foundation footing north wall
Client:
Bart Stevens
Admixtures:
Ticket Number:
6792
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Pour Date:
4/6/2022
Cylinder Log #:
100
Field Test Results:
Set #:
1
Slump
(inches):
3.0
Slump
Maximum
(in):
Entrained Air
(%):
5.00
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
58
Ambient
Temperature
(°F):
45
Unit Weight
(PCF):
140.48
Tested By:
L. Clifford
Date:
4/6/2022
Time Tested:
2:30 PM
Picked Up By:
E. Vail
Date:
4/8/2022
Time:
1:45 PM
Max, Min Temperature
80, 51
Initial Break Results:
Cylinder
#:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Break
Type:
Required
28 day
Strength
(psi):
A 7 4/13/2022 4.00 12.56 59,490.0 4736.46 Type 2 4,500.0
Date:
04/13/2022
Reviewed By:
E. Vail
Signature:
File Name
22214C04202022COP
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026320C5-79E8-4792-AAAD-1C65117990F1 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
9.5
Ticket #:
07143
Project Name:
Sundance Apartments
Test Location:
South foundation wall
Client:
Bart Stevens
Admixtures:
CMT, MP322, MA AE90
Required 28 day Strength
(psi):
4,500.0
Contractor:
Stevens Construction
Supplier:
Walters Ready Mix, Inc
Mix Number:
400
Date:
04/20/2022
Start Time
12:00 PM
End Time
02:30 PM
Testing:
Set #:Time
Tested:
Ticket #:Test
Location:
Ambient
Temp.
(°F):
Unit Weight
(PCF):
Entrained
Air (%):
Entrained
Air
Spec.
(%):
Concrete
Temp.
(°F):
Slump
(in):
Slump
Spec.
(in):
1 01:15
PM
07143 South
foundation
wall
50 136.55 6.00 5.5 +- 1 61 8.50 4 max
Observations/Remarks:
We loaded up our gear and headed to the site. We set up a work station and prepared our equipment. The first
truck arrived at 1:00 pm and we sampled from the chute at 1:15 pm.
We found the temperature to be within the specifications, as well as the unit weight. Our airpot failed so air was
unknown. Super plasticizer was added, increasing the allowable slump to 6 in. However, the slump was found to
be 8.5 in.
We reported this to the contractor and he was ok with it, and then created cylinders. Cylinders were left at the
east side of the job site.
Tested By:
C. Price
Signature:
Reviewed By:
E. Vail
Signature:
File Name
22214C04202022COP
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Date:
04/21/2022
Inspection Images
File Name:
22214FB04222022EV
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328349BA-8F3E-4679-94A4-D5EE33A4DD3D 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
10.0
Project Name:
Sundance Apartments
Test Location:
Northwest corner of footings
Client:
Bart Stevens
Admixtures:
Ticket Number:
7008
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Pour Date:
4/15/2022
Cylinder Log #:
120
Field Test Results:
Set #:
1
Slump
(inches):
6.0
Slump
Maximum
(in):
Entrained Air
(%):
6.00
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
67
Ambient
Temperature
(°F):
42
Unit Weight
(PCF):
138.96
Tested By:
L. Clifford
Date:
4/15/2022
Time Tested:
2:15 PM
Picked Up By:
E. Vail
Date:
4/18/2022
Time:
10:00 AM
Max, Min Temperature
82, 60
Initial Break Results:
Cylinder
#:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Break
Type:
Required
28 day
Strength
(psi):
A 7 4/22/2022 12.56 44,950.0 3578.82 Type 6 4,500.0
Date:
04/25/2022
Reviewed By:
E. Vail
Signature:
File Name
22214C04262022LC
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C56682DA-2441-42E1-9746-093CBE2182A3 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
10.0
Ticket #:
07303
Project Name:
Sundance Apartments
Test Location:
North foundation wall near north west corner
Client:
Bart Stevens
Admixtures:
Super plasticizer
Required 28 day Strength
(psi):
4,500.0
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Date:
04/26/2022
Start Time
12:00 PM
End Time
02:30 PM
Testing:
Set #:Time
Tested:
Ticket #:Test
Location:
Ambient
Temp.
(°F):
Unit Weight
(PCF):
Entrained
Air (%):
Entrained
Air
Spec.
(%):
Concrete
Temp.
(°F):
Slump
(in):
Slump
Spec.
(in):
1 01:15
PM
07303 North
foundation
wall near
north
west
corner
58 138.80 6.00 5.5 +- 1 60 8.25 8 max
Observations/Remarks:
Arrived on site around 12:45 PM and met with Tom from Bart Stevens Construction to test concrete for the north
segment of foundation walls. Rebar reinforcement was inspected prior to concrete placement and was observed
to meet specifications for size, grade, and spacing.
Concrete arrived on site around 1:00 PM and was sampled around 1:15 PM. This test corresponds to
approximately the north east corner of the foundation walls. Air continent was recorded and reported as 6.0%
and slump was recorded and reported as 8.25 inches. Temperature was measured to be 60.0°F. These test
results were reported to and accepted by Tom with Bart Stevens Construction.
Strength test specimens were made and left on site. Concrete was observed to be placed according to
specifications with standard mechanical vibration. Placement was completed around 2:00 PM.
File Name
22214C04262022LC
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Tested By:
L. Clifford
Signature:
Reviewed By:
E. Vail
Signature:
Date:
04/27/2022
Inspection Images
File Name:
22214FB04272022CH
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84158397-1C0D-46F3-8C0F-00E16EAA0A39 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
9.5
Project Name:
Sundance Apartments
Test Location:
South foundation wall
Client:
Bart Stevens
Admixtures:
CMT, MP322, MA AE90
Ticket Number:
7143
Contractor:
Stevens Construction
Supplier:
Walters Ready Mix, Inc
Mix Number:
400
Pour Date:
4/20/2022
Cylinder Log #:
139
Field Test Results:
Set #:
1
Slump
(inches):
8.5
Slump
Maximum
(in):
Entrained Air
(%):
6.00
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
61
Ambient
Temperature
(°F):
50
Unit Weight
(PCF):
136.55
Tested By:
C. Price
Date:
4/20/2022
Time Tested:
1:15 PM
Picked Up By:
Luke Hammar
Date:
4/21/2022
Time:
2:45 PM
Max, Min Temperature
71,56
Initial Break Results:
Cylinder
#:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Break
Type:
Required
28 day
Strength
(psi):
A 7 4/27/2022 12.56 49,235.0 3919.98 Type 5 4,500.0
Date:
04/27/2022
Reviewed By:
E. Vail
Signature:
File Name
22214604272022LC
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notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
53B575A2-DEA5-42EC-BEEE-34FDD9166F0C 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
6.0
Ticket #:
07377
Project Name:
Sundance Apartments
Test Location:
South wall of the north east section
Client:
Bart Stevens
Admixtures:
Super plasticizer
Required 28 day Strength
(psi):
4,500.0
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Date:
04/28/2022
Start Time
10:30 AM
End Time
12:30 PM
Testing:
Set #:Time
Tested:
Ticket #:Test
Location:
Ambient
Temp.
(°F):
Unit Weight
(PCF):
Entrained
Air (%):
Entrained
Air
Spec.
(%):
Concrete
Temp.
(°F):
Slump
(in):
Slump
Spec.
(in):
1 11:00
AM
07377 South
wall of
the north
east
section
51 139.84 5.00 5.5 +- 1 64 8.00 8 max
Observations/Remarks:
Arrived on site around 10:45 AM to test concrete for the north east segment of the foundation walls.
Concrete arrived on site around 11:00 AM and was tested around 11:10 AM. Air continent was recorded and
reported as 5.0% and slump was recorded and reported as 8.0 inches. These results were reported to and
excepted by Tom with Bart Stevens Construction.
Strength test specimens were made and stored on site according to specification. Placement was completed
around 12:00 PM.
Tested By:
L. Clifford
Signature:
Reviewed By:
E. Vail
Signature:
File Name
22214604272022LC
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Date:
04/29/2022
Inspection Images
File Name:
22214FB0503202HR
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0C2BEC69-15FE-45F5-BA07-830AF6C7EB96 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
10.0
Project Name:
Sundance Apartments
Test Location:
North foundation wall near north west corner
Client:
Bart Stevens
Admixtures:
Super plasticizer
Ticket Number:
7303
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Pour Date:
4/26/2022
Cylinder Log #:
151
Field Test Results:
Set #:
1
Slump
(inches):
8.2
Slump
Maximum
(in):
Entrained Air
(%):
6.00
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
60
Ambient
Temperature
(°F):
58
Unit Weight
(PCF):
138.80
Tested By:
L. Clifford
Date:
4/26/2022
Time Tested:
1:15 PM
Picked Up By:
M.Mansfield
Date:
4/27/2022
Time:
2:45 PM
Max, Min Temperature
95, 44
Initial Break Results:
Cylinder
#:
Break
Age:
Break
Date:
Area (in^2):Maximum
Load (lbs):
Compressive
Strength
(psi):
Break
Type:
Required
28 day
Strength
(psi):
A 7 5/3/2022 12.56 55,045.0 4382.56 Type 4 4,500.0
Date:
05/03/2022
Reviewed By:
E. Vail
Signature:
File Name
22214C05032022LC
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notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
5D863C8E-6BAB-46A5-A09B-60EE44C54CF0 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
6.2
Ticket #:
07500
Project Name:
Sundance Apartments
Test Location:
Elevator shaft footing
Client:
Bart Stevens
Admixtures:
Required 28 day Strength
(psi):
4,500.0
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Date:
05/03/2022
Start Time
12:00 PM
End Time
02:30 PM
Testing:
Set #:Time
Tested:
Ticket #:Test
Location:
Ambient
Temp.
(°F):
Unit Weight
(PCF):
Entrained
Air (%):
Entrained
Air
Spec.
(%):
Concrete
Temp.
(°F):
Slump
(in):
Slump
Spec.
(in):
1 01:15
PM
07500 Elevator
shaft
footing
35 138.31 5.50 5.5 +- 1 59 4.25 4 max
Observations/Remarks:
Arrived on site around 12:30 PM and met with Tom from Bart Stephens Construction to inspect rebar
reinforcement and test concrete for the elevator shaft footing. Rebar reinforcement was observed to meet
specifications for size, grade, placement, and spacing. Appropriate use of plastic chairs was also observed and
documented. Concrete arrived on site around 1 PM and was tested around 1:15 PM. Air content was recorded
and reported as 5.5% and slump was recorded and reported as 4.25 inches. These test results were immediately
reported to and accepted by Tom. Strength test specimens were made and stored on site. Completed placement
and testing around 2 PM.
Tested By:
L. Clifford
Signature:
Reviewed By:
E. Vail
Signature:
File Name
22214C05032022LC
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Date:
05/03/2022
Inspection Images
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22214C05032022LC
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File name:
22214SB05042022CH
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39DAE450-4A46-46DD-865A-1E6019D13A96 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
10.0
Project Name:
Sundance Apartments
Test Location:
Foundation footing north wall
Client:
Bart Stevens
Admixtures:
Ticket Number:
6792
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Date:
4/6/2022
Cylinder Log #:
100
Field Test Results:
Set #:
1
Slump
(inches):
3.0
Slump
Maximum
(in):
Entrained Air
(%):
5.00
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
58
Ambient
Temperature
(°F):
45
Unit Weight
(PCF):
140.48
Tested By:
L. Clifford
Date:
4/6/2022
Picked Up By:
E. Vail
Date:
4/8/2022
Time:
1:45 PM
Max, Min Temperature
80, 51
Previous Test Results:
Cylinder
ID:
Break Age:Break
Date:
Area (in^2:Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
A 7 4/13/2022 12.56 59490 4736.46 4,500.00 Type 2
File name:
22214SB05042022CH
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39DAE450-4A46-46DD-865A-1E6019D13A96 2
Current Break Testing:
Cylinder
ID:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
B 28 5/4/2022 4.00 12.6 68,080.0 5403.2 4,500.0 Type 2
C 28 5/4/2022 4.00 12.6 64,675.0 5132.9 4,500.0 Type 6
D 28 5/4/2022 4.00 12.6 71,910.0 5707.1 4,500.0 Type 4
Second Break Average:
5414
Date:
05/04/2022
Reviewed By:
E. Vail
Signature:
File Name:
2221405052022LSH
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content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
27FDC5E3-0F24-499D-8F9E-47CF76ACBDC1 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
6.0
Project Name:
Sundance Apartments
Test Location:
South wall of the north east section
Client:
Bart Stevens
Admixtures:
Super plasticizer
Ticket Number:
7377
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Pour Date:
4/28/2022
Cylinder Log #:
154
Field Test Results:
Set #:
1
Slump
(inches):
8.0
Slump
Maximum
(in):
Entrained Air
(%):
5.00
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
64
Ambient
Temperature
(°F):
51
Unit Weight
(PCF):
139.84
Tested By:
L. Clifford
Date:
4/28/2022
Time Tested:
11:00 AM
Picked Up By:
C Hammar
Date:
4/29/2022
Time:
10:30 AM
Max, Min Temperature
80,60
Initial Break Results:
Cylinder
#:
Break
Age:
Break
Date:
Area (in^2):Maximum
Load (lbs):
Compressive
Strength
(psi):
Break
Type:
Required
28 day
Strength
(psi):
A 7 5/5/2022 12.56 60,835.0 4843.55 Type 2 4,500.0
Date:
05/05/2022
Reviewed By:
E. Vail
Signature:
File Name:
22214FB05102022LSH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
D53B7E60-63F2-4A98-B6C4-00F6FEDEB3C9 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
6.2
Project Name:
Sundance Apartments
Test Location:
Elevator shaft footing
Client:
Bart Stevens
Admixtures:
Ticket Number:
7500
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Pour Date:
5/3/2022
Cylinder Log #:
167
Field Test Results:
Set #:
1
Slump
(inches):
4.2
Slump
Maximum
(in):
Entrained Air
(%):
5.50
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
59
Ambient
Temperature
(°F):
35
Unit Weight
(PCF):
138.31
Tested By:
L. Clifford
Date:
5/3/2022
Time Tested:
1:15 PM
Picked Up By:
C Hammar
Date:
5/4/2022
Time:
10:30 AM
Max, Min Temperature
80, 60
Initial Break Results:
Cylinder
#:
Break
Age:
Break
Date:
Area (in^2):Maximum
Load (lbs):
Compressive
Strength
(psi):
Break
Type:
Required
28 day
Strength
(psi):
A 7 5/10/2022 12.56 46,010.0 3663.22 Type 1 4,500.0
Date:
05/10/2022
Reviewed By:
E. Vail
Signature:
File name:
22214SB05132022LSH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
3DD007AE-62B1-4011-9592-6384DE9CB316 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
10.0
Project Name:
Sundance Apartments
Test Location:
Northwest corner of footings
Client:
Bart Stevens
Admixtures:
Ticket Number:
7008
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Date:
4/15/2022
Cylinder Log #:
120
Field Test Results:
Set #:
1
Slump
(inches):
6.0
Slump
Maximum
(in):
Entrained Air
(%):
6.00
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
67
Ambient
Temperature
(°F):
42
Unit Weight
(PCF):
138.96
Tested By:
L. Clifford
Date:
4/15/2022
Picked Up By:
E. Vail
Date:
4/18/2022
Time:
10:00 AM
Max, Min Temperature
82, 60
Previous Test Results:
Cylinder
ID:
Break Age:Break
Date:
Area (in^2:Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
A 7 4/22/2022 12.56 44950 3578.82 4,500.00 Type 6
File name:
22214SB05132022LSH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
3DD007AE-62B1-4011-9592-6384DE9CB316 2
Current Break Testing:
Cylinder
ID:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
B 28 5/13/2022 4.00 12.6 60,585.0 4808.3 4,500.0 Type 2
C 28 5/13/2022 4.00 12.6 59,825.0 4748.0 4,500.0 Type 1
D 28 5/13/2022 4.00 12.6 59,875.0 4752.0 4,500.0 Type 6
Second Break Average:
4769
Date:
05/16/2022
Reviewed By:
E. Vail
Signature:
File name:
22214SB05242022LSH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
0ECD1399-CE2E-446C-85DD-224AE0BAD6BA 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
10.0
Project Name:
Sundance Apartments
Test Location:
North foundation wall near north west corner
Client:
Bart Stevens
Admixtures:
Super plasticizer
Ticket Number:
7303
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Date:
4/26/2022
Cylinder Log #:
151
Field Test Results:
Set #:
1
Slump
(inches):
8.2
Slump
Maximum
(in):
Entrained Air
(%):
6.00
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
60
Ambient
Temperature
(°F):
58
Unit Weight
(PCF):
138.80
Tested By:
L. Clifford
Date:
4/26/2022
Picked Up By:
M.Mansfield
Date:
4/27/2022
Time:
2:45 PM
Max, Min Temperature
95, 44
Previous Test Results:
Cylinder
ID:
Break Age:Break
Date:
Area (in^2:Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
A 7 5/3/2022 12.56 55045 4382.56 4,500.00 Type 4
File name:
22214SB05242022LSH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
0ECD1399-CE2E-446C-85DD-224AE0BAD6BA 2
Current Break Testing:
Cylinder
ID:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
B 28 5/24/2022 4.00 12.6 67,250.0 5337.3 4,500.0 Type 3
C 28 5/24/2022 4.00 12.6 66,990.0 5316.7 4,500.0 Type 2
D 28 5/24/2022 4.00 12.6 68,870.0 5465.9 4,500.0 Type 1
Second Break Average:
5372
Date:
05/24/2022
Reviewed By:
E. Vail
Signature:
File name:
22214SB05262022LSH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
6E9AC754-29E9-480A-BABD-99E74911AA85 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
6.0
Project Name:
Sundance Apartments
Test Location:
South wall of the north east section
Client:
Bart Stevens
Admixtures:
Super plasticizer
Ticket Number:
7377
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Date:
4/28/2022
Cylinder Log #:
154
Field Test Results:
Set #:
1
Slump
(inches):
8.0
Slump
Maximum
(in):
Entrained Air
(%):
5.00
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
64
Ambient
Temperature
(°F):
51
Unit Weight
(PCF):
139.84
Tested By:
L. Clifford
Date:
4/28/2022
Picked Up By:
C Hammar
Date:
4/29/2022
Time:
10:30 AM
Max, Min Temperature
80,60
Previous Test Results:
Cylinder
ID:
Break Age:Break
Date:
Area (in^2:Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
A 7 5/5/2022 12.56 60835 4843.55 4,500.00 Type 2
File name:
22214SB05262022LSH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
6E9AC754-29E9-480A-BABD-99E74911AA85 2
Current Break Testing:
Cylinder
ID:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
B 28 5/26/2022 4.00 12.6 77,610.0 6159.5 4,500.0 Type 3
C 28 5/26/2022 4.00 12.6 76,880.0 6101.6 4,500.0 Type 2
D 28 5/26/2022 4.00 12.6 76,140.0 6042.9 4,500.0 Type 4
Second Break Average:
6101
Date:
05/31/2022
Reviewed By:
E. Vail
Signature:
File name:
22214SB05312022JPC
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
33EE38DF-BC76-4923-BD22-8D75A17B17BD 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
6.2
Project Name:
Sundance Apartments
Test Location:
Elevator shaft footing
Client:
Bart Stevens
Admixtures:
Ticket Number:
7500
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Date:
5/3/2022
Cylinder Log #:
167
Field Test Results:
Set #:
1
Slump
(inches):
4.2
Slump
Maximum
(in):
Entrained Air
(%):
5.50
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
59
Ambient
Temperature
(°F):
35
Unit Weight
(PCF):
138.31
Tested By:
L. Clifford
Date:
5/3/2022
Picked Up By:
C Hammar
Date:
5/4/2022
Time:
10:30 AM
Max, Min Temperature
80, 60
Previous Test Results:
Cylinder
ID:
Break Age:Break
Date:
Area (in^2:Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
A 7 5/10/2022 12.56 46010 3663.22 4,500.00 Type 1
File name:
22214SB05312022JPC
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
33EE38DF-BC76-4923-BD22-8D75A17B17BD 2
Current Break Testing:
Cylinder
ID:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
B 28 5/31/2022 4.00 12.6 57,510.0 4564.3 4,500.0 Type 6
C 28 5/31/2022 4.00 12.6 58,425.0 4636.9 4,500.0 Type 6
D 28 5/31/2022 4.00 12.6 61,075.0 4847.2 4,500.0 Type 6
Second Break Average:
4682
Date:
05/31/2022
Reviewed By:
E. Vail
Signature:
File Name
22214C06092022COP
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
42033A61-34B6-4E80-BBF0-233CA3586821 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
11.0
Ticket #:
08623
Project Name:
Sundance Apartments
Test Location:
Northeast building pad
Client:
Bart Stevens
Admixtures:
P997
Required 28 day Strength
(psi):
3,500.0
Contractor:
Stevens Construction Company
Supplier:
Walters Ready Mix, Inc.
Mix Number:
1710
Date:
06/09/2022
Start Time
06:00 AM
End Time
09:00 AM
Testing:
Set #:Time
Tested:
Ticket #:Test
Location:
Ambient
Temp.
(°F):
Unit Weight
(PCF):
Entrained
Air (%):
Entrained
Air
Spec.
(%):
Concrete
Temp.
(°F):
Slump
(in):
Slump
Spec.
(in):
1 07:15
AM
08623 Northeast
building
pad
50 143.37 1.10 5.5 +- 1 64 6.00 6 max
Observations/Remarks:
I arrived on site and observed the rebar placement. I found it to be within the given specifications.
The first concrete truck arrived at 7:01 am. After more than 1.1 cubic yards had been poured, I sampled from
the truck and began my field tests. I found the temperature and slump to be within the given specifications; the
air was lower than the given specifications, however, as it is an interior building pad, air content is irrelevant.
After performing my tests, I created cylinders and observed the rest of the pour. I observed the concrete being
placed with a pump truck and being vibrated mechanically. The 33.0 yards originally ordered were not enough to
finish the project, so another 8.5 yards were ordered. The last truck arrived at 8:22 am.
I observed the placement of the concrete. I then returned to the lab.
Tested By:
C. Price
Signature:
Reviewed By:
E. Vail
Signature:
File Name
22214C06092022COP
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
42033A61-34B6-4E80-BBF0-233CA3586821 2
Date:
06/09/2022
Inspection Images
File Name
22214C06092022COP
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content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
42033A61-34B6-4E80-BBF0-233CA3586821 3
File Name:
22214FB06082022JPC
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
BACE94EE-9006-40C0-9618-28F71D1D63CF 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
11.0
Project Name:
Sundance Apartments
Test Location:
Northwest corner of Interior slab
Client:
Bart Stevens
Admixtures:
CMT, P 997
Ticket Number:
8578
Contractor:
Steven's construction
Supplier:
Walters Ready Mix
Mix Number:
1710
Pour Date:
6/8/2022
Cylinder Log #:
240
Field Test Results:
Set #:
1
Slump
Maximum
(in):
Entrained Air
(%):
1.5
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
65
Ambient
Temperature
(°F):
45
Unit Weight
(PCF):
141.4
Tested By:
M. Mansfield
Date:
6/8/2022
Time Tested:
7:15 AM
Picked Up By:
Jense Christensen
Date:
6/9/2022
Time:
9:15 AM
Max, Min Temperature
80,60
Initial Break Results:
Cylinder
#:
Break
Age:
Break
Date:
Area (in^2):Maximum
Load (lbs):
Compressive
Strength
(psi):
Break
Type:
Required
28 day
Strength
(psi):
A 7 6/15/2022 12.56 3518 Type 3
Date:
06/15/2022
Reviewed By:
Luke Hammar
Signature:
File name:
22214SB06082022JPC
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
DB13F334-4EC1-48C1-ACB8-8A98032D6271 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
11.0
Project Name:
Sundance Apartments
Test Location:
Northwest corner of Interior slab
Client:
Bart Stevens
Admixtures:
CMT, P 997
Ticket Number:
8578
Contractor:
Steven's construction
Supplier:
Walters Ready Mix
Mix Number:
1710
Date:
6/8/2022
Cylinder Log #:
240
Field Test Results:
Set #:
1
Slump
Maximum
(in):
Entrained Air
(%):
1.5
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
65
Ambient
Temperature
(°F):
45
Unit Weight
(PCF):
141.4
Tested By:
M. Mansfield
Date:
6/8/2022
Picked Up By:
Jense Christensen
Date:
6/9/2022
Time:
9:15 AM
Max, Min Temperature
80,60
Previous Test Results:
Cylinder ID:Break Age:Break Date:Area (in^2):Maximum Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
A 7 6/15/2022 12.56 44180 3518 3,500.00 240
File name:
22214SB06082022JPC
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
DB13F334-4EC1-48C1-ACB8-8A98032D6271 2
Current Break Testing:
Cylinder
ID:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
B 28 7/6/2022 4.000 12.56 57,765.0 4599 3,500.0 Type 1
C 28 7/6/2022 4.000 12.56 61,460.0 4893 3,500.0 Type 3
D 28 7/6/2022 4.000 12.56 57,590.0 4585 3,500.0 Type 3
Second Break Average:
4692
Date:
07/08/2022
Reviewed By:
E. Vail
Signature:
File name:
22214SB06092022JPC
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
95F3D74D-5E6E-4B49-BCF3-80AACBE8ECBA 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
11.0
Project Name:
Sundance Apartments
Test Location:
Northeast building pad
Client:
Bart Stevens
Admixtures:
P997
Ticket Number:
8623
Contractor:
Stevens Construction Company
Supplier:
Walters Ready Mix, Inc.
Mix Number:
1710
Date:
6/9/2022
Cylinder Log #:
243
Field Test Results:
Set #:
1
Slump
Maximum
(in):
Entrained Air
(%):
1.1
Entrained Air
Spec. (%):
Concrete
Temperature
(°F):
64
Ambient
Temperature
(°F):
50
Unit Weight
(PCF):
143.4
Tested By:
C. Price
Date:
6/9/2022
Picked Up By:
Jense Christensen
Date:
6/10/2022
Time:
4:45 PM
Max, Min Temperature
80,60
Previous Test Results:
Cylinder ID:Break Age:Break Date:Area (in^2):Maximum Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
A 7 6/16/2022 12.56 40500 3225 3,500.00 243
File name:
22214SB06092022JPC
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
95F3D74D-5E6E-4B49-BCF3-80AACBE8ECBA 2
Current Break Testing:
Cylinder
ID:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
B 28 7/7/2022 4.000 12.56 57,830.0 4604 3,500.0 Type 3
C 28 7/7/2022 4.000 12.56 57,330.0 4564 3,500.0 Type 3
D 28 7/7/2022 4.000 12.56 58,955.0 4694 3,500.0 Type 3
Second Break Average:
4620
Date:
07/08/2022
Reviewed By:
E. Vail
Signature:
File Name
22214C04062022LC
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
35DF1A68-8B6D-42D5-99AF-C94AED929E73 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
22-214
Cumulative Test Load Amount:
10.0
Ticket #:
06792
Project Name:
Sundance Apartments
Test Location:
Foundation footing north wall
Client:
Bart Stevens
Admixtures:
Required 28 day Strength
(psi):
4,500.0
Contractor:
Bart Stevens
Supplier:
Walters Ready Mix
Mix Number:
400
Date:
04/06/2022
Start Time
02:00 PM
End Time
04:00 PM
Testing:
Set #:Time
Tested:
Ticket #:Test
Location:
Ambient
Temp.
(°F):
Unit Weight
(PCF):
Entrained
Air (%):
Entrained
Air
Spec.
(%):
Concrete
Temp.
(°F):
Slump
(in):
Slump
Spec.
(in):
1 02:30
PM
06792 Foundation
footing
north wall
45 140.48 5.00 5.5 +- 1 58 3.00 4 max
Observations/Remarks:
Arrived on site around 2:00 PM to test concrete for foundation footings. Concrete was tested from the first truck
with a test location of the north wall of the footings. Air content was recorded and reported as 5.0% and slump
was recorded and reported as 3.0 inches. Concrete contractor Tom was immediately informed of test results.
Concrete was placed according to specifications with standard mechanical vibration.
Tested By:
L. Clifford
Signature:
Reviewed By:
E. Vail
Signature:
Date:
04/06/2022
File Name
22214C04062022LC
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
35DF1A68-8B6D-42D5-99AF-C94AED929E73 2
Inspection Images