HomeMy WebLinkAboutCONCRETE FIELD TESTS - 23-00170 - Rexburg 10th Ward LDS MeetinghousePRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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D839A09B-9EE0-4436-81BD-6EBAA81F0273 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C0012023MM
Compressive Strength of Concrete Test Specimens
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-
day Saints
Contractor:
Headwaters Construction
Date:
08/01/2023
Start Time:
01:45 PM
Supplier:
Walters Concrete
Mix Number:
4500AF-45
Concrete Member:
Foundation Wall
Required 28 day Strength (psi):
4,500.0
Admixtures:
DELVO, MP322, MA AE 90
Entrained Air Spec. (%):
5.5 +- 1.5
Slump Spec. (inches):
Max 6
Testing Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
Image:
Ticket
#:
Time
Tested:
Test
Location:
Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Entrained
Air
Spec.
(%):
Slump
(in):
Slump
Spec.
(in):
1 10.0 06980 03:15
PM
Southern
foundation
walls
87 35.000 140.6 73 5 5.5 +-
1.5
7 1/2 Max 6
Field Technician Information
Date:
08/01/2023
Time on Project:
3.5 hours
Total Trip Mileage:
22.00
Items observed are in general conformance with approved
project documents and jurisdictional requirements.
Items observed are NOT in general conformance with
approved project documents and jurisdictional
requirements. (Explanation to be given in Observations and/
or Remarks.)
Tested By:
Mark Mansfield
Signature:
Observations and/or Remarks:
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D839A09B-9EE0-4436-81BD-6EBAA81F0273 2
I reported to the job site and spoke with the foreman for Headwaters. We discussed the location of the pour and
the amount of material that would be used. I parked my vehicle and began setting up my gear.
We waited for the first truck to arrive.
The first truck arrived just after 3:00 PM and I was able to grab the batch ticket. I recorded the information
necessary for my testing and waited for the truck discharge about a yard of material.
Once the truck reached that point I was able to grab a sample and begin testing. I tested both air content and
slump, the results for each were within general conformance. I reported said results to the contractor and began
pouring my cylinders.
After I placed my cylinders and cleaned my gear, I observed the remainder of the pour. I began filling out my
report and left the job site.
Reviewed By:
E. Vail
Date:
08/02/2023
Signature:
Inspection Images:
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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.
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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
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90108E73-36E7-4DD9-B4F3-067390F6AA00 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C06052024TJ
Compressive Strength of Concrete Test Specimens
Date:
06/04/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
2
Start Time:
08:00 AM
Contractor:
Alpha Concrete
Supplier:
Walter’s Ready Mix, Inc.
Mix Number:
4500AF
Concrete Member:
Curb and Gutter
Required 28 day Strength (psi):
3,000.0
Admixtures:
N/A
Entrained Air Spec. (%):
6 +- 1.5
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 9.0 01450 08:40
AM
Northeast corner of northeast
utility pad.
71 35.000 140.6 69 4.9 2.75
Field Technician Information
Truck:
VENOM
Total Trip Mileage:
18.00
Tested By:
Tyler Jones
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
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90108E73-36E7-4DD9-B4F3-067390F6AA00 2
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
Arrived on site and spoke with the contractor about today’s placement. I then started setting up equipment. I
observed and tested the concrete being placed for the utility pads along the building. My results were reported to
the contractor. I then cleaned up my equipment and headed out as they finished the last pad.
Reviewed By:
Luke Hammar
Signature:
Inspection Images:
Testing:
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90108E73-36E7-4DD9-B4F3-067390F6AA00 3
Ticket Image:
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
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5DCF4DDE-668F-4793-8186-B05C237D8CB3 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C06262024JR
Compressive Strength of Concrete Test Specimens
Date:
06/26/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
2
Start Time:
07:00 AM
Contractor:
Alpha Concrete Construction
Supplier:
Walters Ready Mix
Mix Number:
4500AF 10WC187
Concrete Member:
Sidewalk
Required 28 day Strength (psi):
4,000.0
Admixtures:
Air
Entrained Air Spec. (%):
6 +- 1.5
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 10.0 2105 07:15
AM
Sidewalk curb 50 ft E of NE
corner of bullding
62 34.370 138.0 77 6.4 2 3/4
Field Technician Information
Truck:
THOR
Total Trip Mileage:
18.00
Tested By:
James Russo
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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5DCF4DDE-668F-4793-8186-B05C237D8CB3 2
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
I arrived on site at 6:55 am and after checking in with the contract, I tested the first truck. I tested for air,
slump, and temp. The tests passed specifications and I reported to the contractor the results.
Reviewed By:
E. Vail
Signature:
Inspection Images:
Testing:
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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.
5DCF4DDE-668F-4793-8186-B05C237D8CB3 3
Ticket Image:
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
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8AB18B3E-582C-49BE-993A-CDE4A8419E9D 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C07022024LS
Compressive Strength of Concrete Test Specimens
Date:
07/02/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
3 hours
Start Time:
08:00 AM
Contractor:
Rad Crete
Supplier:
Walters Ready Mix
Mix Number:
4500AF
Concrete Member:
Curb and Gutter
Required 28 day Strength (psi):
3,000.0
Admixtures:
Air entrainment
Entrained Air Spec. (%):
6 +- 1.5
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 9.0 02282 09:15
AM
Curb on south west corner of
building
61 35.260 141.6 70 5.0 2 1/2
Field Technician Information
Truck:
JARVIS
Total Trip Mileage:
18.00
Tested By:
Leland Steiner
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
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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.
8AB18B3E-582C-49BE-993A-CDE4A8419E9D 2
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
I arrived on site at around 8:30am and began my inspection of the rebar that was placed inside of the forms. I
then proceeded to set up my equipment to perform my field tests, and waiting for concrete to arrived. Concrete
arrived on site at around 9:15am and I began my testing soon thereafter. After my testing, I cleaned my gear,
and loaded my equipment back into my truck. I then observed the remainder of the pour before leaving the job
site.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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.
8AB18B3E-582C-49BE-993A-CDE4A8419E9D 3
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notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
8AB18B3E-582C-49BE-993A-CDE4A8419E9D 4
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
8AB18B3E-582C-49BE-993A-CDE4A8419E9D 5
Testing:
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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
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8AB18B3E-582C-49BE-993A-CDE4A8419E9D 6
Ticket Image:
File Name
23255C07202023MH
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.
3E60D8A3-313E-4314-B7B5-5728FF669E33 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
Compressive Strength of Concrete Test Specimens
Project Number:
23-255
Cumulative Test Load Amount:
7.0
Ticket #:
06629
Project Name:
Married Student Second Stake
Test Location:
East side footings
Concrete Member:
Footings
Client:
The Church of Jesus Christ of Latter-day Saints
Admixtures:
MP 322
Required 28 day Strength
(psi):
3,000.0
Contractor
Richardson’s Concrete
Supplier:
Walter’s Ready Mix, Inc.
Mix Number:
W170-F 35
Date:
07/20/2023
Start Time
10:45 AM
Time on Project
3 hours 30 minutes
Tested By:
Michael Hammar
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
Image:
Ticket
#:
Time
Tested:
Test
Location:
Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Entrained
Air
Spec.
(%):
Slump
(in):
Slump
Spec.
(in):
1 7.0 06629 12:35
PM
East
side
footings
90 35.800 143.8 78 2 N/A 2 Max 6
Observations/Remarks:
I arrived on site at approximately 11:00 AM and began preparing my equipment for testing. The truck arrived at
approximately 12:30 PM and immediately began preparing to place material.
Once a sufficient amount of material had been placed, I collected a sample for testing. The tests I performed for
this sample were in general conformance of project specifications and the results were reported to the contractor.
I then cleaned my equipment and entered my vehicle to begin this report.
Signature:Reviewed By:
Luke Hammar
File Name
23255C07202023MH
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.
3E60D8A3-313E-4314-B7B5-5728FF669E33 2
Signature:
Date:
07/20/2023
Inspection Images
File Name
23255C07202023MH
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
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3E60D8A3-313E-4314-B7B5-5728FF669E33 3
File Name
23255C07202023MH
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.
3E60D8A3-313E-4314-B7B5-5728FF669E33 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
Compressive Strength of Concrete Test Specimens
Project Number:
23-255
Cumulative Test Load Amount:
7.0
Ticket #:
06629
Project Name:
Married Student Second Stake
Test Location:
East side footings
Concrete Member:
Footings
Client:
The Church of Jesus Christ of Latter-day Saints
Admixtures:
MP 322
Required 28 day Strength
(psi):
3,000.0
Contractor
Richardson’s Concrete
Supplier:
Walter’s Ready Mix, Inc.
Mix Number:
W170-F 35
Date:
07/20/2023
Start Time
10:45 AM
Time on Project
3 hours 30 minutes
Tested By:
Michael Hammar
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
Image:
Ticket
#:
Time
Tested:
Test
Location:
Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Entrained
Air
Spec.
(%):
Slump
(in):
Slump
Spec.
(in):
1 7.0 06629 12:35
PM
East
side
footings
90 35.800 143.8 78 2 N/A 2 Max 6
Observations/Remarks:
I arrived on site at approximately 11:00 AM and began preparing my equipment for testing. The truck arrived at
approximately 12:30 PM and immediately began preparing to place material.
Once a sufficient amount of material had been placed, I collected a sample for testing. The tests I performed for
this sample were in general conformance of project specifications and the results were reported to the contractor.
I then cleaned my equipment and entered my vehicle to begin this report.
Signature:Reviewed By:
Luke Hammar
File Name
23255C07202023MH
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.
3E60D8A3-313E-4314-B7B5-5728FF669E33 2
Signature:
Date:
07/20/2023
Inspection Images
File Name
23255C07202023MH
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.
3E60D8A3-313E-4314-B7B5-5728FF669E33 3
File Name
23255C07202023MH
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.
3E60D8A3-313E-4314-B7B5-5728FF669E33 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
Compressive Strength of Concrete Test Specimens
Project Number:
23-255
Cumulative Test Load Amount:
7.0
Ticket #:
06629
Project Name:
Married Student Second Stake
Test Location:
East side footings
Concrete Member:
Footings
Client:
The Church of Jesus Christ of Latter-day Saints
Admixtures:
MP 322
Required 28 day Strength
(psi):
3,000.0
Contractor
Richardson’s Concrete
Supplier:
Walter’s Ready Mix, Inc.
Mix Number:
W170-F 35
Date:
07/20/2023
Start Time
10:45 AM
Time on Project
3 hours 30 minutes
Tested By:
Michael Hammar
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
Image:
Ticket
#:
Time
Tested:
Test
Location:
Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Entrained
Air
Spec.
(%):
Slump
(in):
Slump
Spec.
(in):
1 7.0 06629 12:35
PM
East
side
footings
90 35.800 143.8 78 2 N/A 2 Max 6
Observations/Remarks:
I arrived on site at approximately 11:00 AM and began preparing my equipment for testing. The truck arrived at
approximately 12:30 PM and immediately began preparing to place material.
Once a sufficient amount of material had been placed, I collected a sample for testing. The tests I performed for
this sample were in general conformance of project specifications and the results were reported to the contractor.
I then cleaned my equipment and entered my vehicle to begin this report.
Signature:Reviewed By:
Luke Hammar
File Name
23255C07202023MH
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.
3E60D8A3-313E-4314-B7B5-5728FF669E33 2
Signature:
Date:
07/20/2023
Inspection Images
File Name
23255C07202023MH
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.
3E60D8A3-313E-4314-B7B5-5728FF669E33 3
File Name
23255C07252023BC
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.
EABD1FD1-2C2E-433A-A007-0D39BB64EE40 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
Compressive Strength of Concrete Test Specimens
Project Number:
23-255
Cumulative Test Load Amount:
8.5
Ticket #:
06769
Project Name:
Married Student Second Stake
Test Location:
F-1
Concrete Member:
Footings
Client:
The Church of Jesus Christ of Latter-day Saints
Admixtures:
MP 322
Required 28 day Strength
(psi):
3,000.0
Contractor
Alpha Concrete Construction
Supplier:
Walters Ready Mix
Mix Number:
W170-F 35
Date:
07/25/2023
Start Time
03:30 PM
Time on Project
2 hours
Tested By:
Bryce Choffin
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
Image:
Ticket
#:
Time
Tested:
Test
Location:
Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Entrained
Air
Spec.
(%):
Slump
(in):
Slump
Spec.
(in):
1 8.5 06769 03:55
PM
F-1 86 34.800 139.8 80 2 N/A 4 Max 6
Observations/Remarks:
I arrived on site around 3:45 PM. The first truck was already on site when I arrived. So I quickly got my
equipment ready and inspected the rebar placement inside the forms and found it to be within spec. Once about
1 yard had been offloaded by the first truck I grabbed my sample and proceeded to perform my tests. The
results of my tests were satisfactory. I observed the contractor use mechanical vibration to ensure the material
was consolidated.
Signature:Reviewed By:
Luke Hammar
Signature:
File Name
23255C07252023BC
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
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EABD1FD1-2C2E-433A-A007-0D39BB64EE40 2
Date:
07/25/2023
Inspection Images
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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BC13C99E-89C1-4C11-8774-9C0EAE2F75E4 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C08032023MH
Compressive Strength of Concrete Test Specimens
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-
day Saints
Contractor:
Alpha Concrete Construction
Date:
08/03/2023
Start Time:
11:30 AM
Supplier:
Walter’s Ready Mix, Inc.
Mix Number:
4500AF-45
Concrete Member:
Foundation Wall
Required 28 day Strength (psi):
4,500.0
Admixtures:
DELVO, MP 322, MA AE 90
Entrained Air Spec. (%):
5.5 +- 1.5
Slump Spec. (inches):
Max 6
Testing Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
Image:
Ticket
#:
Time
Tested:
Test
Location:
Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Entrained
Air
Spec.
(%):
Slump
(in):
Slump
Spec.
(in):
1 9.8 07057 12:30
PM
Southwest
corner
of
building,
foundation
walls
70 34.520 138.6 80 5.5 5.5 +-
1.5
5 Max 6
Field Technician Information
Date:
08/03/2023
Time on Project:
2 hours
Total Trip Mileage:
24.00
Items observed are in general conformance with approved
project documents and jurisdictional requirements.
Items observed are NOT in general conformance with
approved project documents and jurisdictional
requirements. (Explanation to be given in Observations and/
or Remarks.)
Tested By:
Michael Hammar
Signature:
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.
BC13C99E-89C1-4C11-8774-9C0EAE2F75E4 2
Observations and/or Remarks:
I arrived on site at approximately 11:55 AM and began preparing my equipment for testing. The truck arrived at
approximately 12:25 PM and immediately prepared to place material.
Once a sufficient amount of material had been placed, I collected a sample for testing. The tests I performed for
this sample were in general conformance of project specifications and the results were reported to the contractor.
I then cleaned my equipment and entered my vehicle to begin this report.
Reviewed By:
Luke Hammar
Date:
08/03/2023
Signature:
Inspection Images:
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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1949E40C-CBD1-411C-BC5F-1F24090FC339 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C08082023LS
Compressive Strength of Concrete Test Specimens
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-
day Saints
Contractor:
Alpha Concrete Construction
Date:
08/08/2023
Start Time:
05:30 PM
Supplier:
Walter’s Ready Mix, Inc.
Mix Number:
W170-F 35
Concrete Member:
Footings
Required 28 day Strength (psi):
3,000.0
Admixtures:
Entrained Air Spec. (%):
N/A
Slump Spec. (inches):
Max 6
Testing Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
Image:
Ticket
#:
Time
Tested:
Test
Location:
Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Entrained
Air
Spec.
(%):
Slump
(in):
Slump
Spec.
(in):
1 11.0 07164 04:30
PM
Footings
on
North
edge
of
building
71 36.600 147.0 72 3 N/A 3.5 Max 6
Field Technician Information
Date:
08/08/2023
Time on Project:
3 hours
Total Trip Mileage:
16.00
Items observed are in general conformance with approved
project documents and jurisdictional requirements.
Items observed are NOT in general conformance with
approved project documents and jurisdictional
requirements. (Explanation to be given in Observations and/
or Remarks.)
Tested By:
Leland Stiener
Signature:
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.
1949E40C-CBD1-411C-BC5F-1F24090FC339 2
Observations and/or Remarks:
I observed that the rebar and the concrete poured was within general conformance to project regulations
Reviewed By:
Luke Hammar
Date:
08/09/2023
Signature:
Inspection Images:
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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855970F8-82C5-4793-9A49-53B27581004F 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C08222023LS
Compressive Strength of Concrete Test Specimens
Date:
08/22/2023
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
2 hours
Start Time:
11:30 AM
Contractor:
Alpha Concrete
Supplier:
Walter’s Ready Mix, Inc.
Mix Number:
W170-F 35
Concrete Member:
Footings
Required 28 day Strength (psi):
3000.0
Admixtures:
MP 322
Entrained Air Spec. (%):
N/A
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 10.0 07584 12:15
PM
Footings for interior of building
on south half
80 36.100 145.0 71 1.4 6
Field Technician Information
Truck:
THOR
Total Trip Mileage:
16.00
Tested By:
Leland Steiner
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
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.
855970F8-82C5-4793-9A49-53B27581004F 2
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
I arrived on site at around 11:20 AM and began inspecting the forms and setting up my equipment for my field
tests. Concrete showed up at around 12:15 PM and I began my testing with a sample from the first truck. The
field tests I performed were within project specifications and results were reported to the contractor. I then
cleaned my gear and observed the remainder of the pour.
Reviewed By:
Luke Hammar
Signature:
Inspection Images:
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.
855970F8-82C5-4793-9A49-53B27581004F 3
Testing:
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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855970F8-82C5-4793-9A49-53B27581004F 4
Ticket Image:
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C08282023MH
Compressive Strength of Concrete Test Specimens
Date:
08/28/2023
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
4 Hours
Start Time:
10:45 AM
Contractor:
Alpha Concrete Construction
Supplier:
Walters Ready Mix, Inc.
Mix Number:
W170-F 35
Concrete Member:
Footings
Required 28 day Strength (psi):
3000.0
Admixtures:
MP 322
Entrained Air Spec. (%):
N/A
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 8.0 07768 01:30
PM
Footings, north side of building 80 37.000 148.6 77 1.2 5
Field Technician Information
Truck:
DRAX
Total Trip Mileage:
18.00
Tested By:
Michael Hammar
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 2
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
I arrived on site at approximately 11:00 AM and began preparing my equipment for testing. The truck arrived at
approximately 1:25 PM and immediately prepared to place material.
Once a sufficient amount of material had been placed, I collected a sample for testing. The tests I performed for
this sample were in general conformance of project specifications and the results were reported to the contractor.
I then cleaned my equipment and entered my vehicle to begin this report.
Reviewed By:
Luke Hammar
Signature:
Inspection Images:
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 3
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 4
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 5
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 6
Testing:
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 7
Ticket Image:
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C08282023MH
Compressive Strength of Concrete Test Specimens
Date:
08/28/2023
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
4 Hours
Start Time:
10:45 AM
Contractor:
Alpha Concrete Construction
Supplier:
Walters Ready Mix, Inc.
Mix Number:
W170-F 35
Concrete Member:
Footings
Required 28 day Strength (psi):
3000.0
Admixtures:
MP 322
Entrained Air Spec. (%):
N/A
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 8.0 07768 01:30
PM
Footings, north side of building 80 37.000 148.6 77 1.2 5
Field Technician Information
Truck:
DRAX
Total Trip Mileage:
18.00
Tested By:
Michael Hammar
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 2
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
I arrived on site at approximately 11:00 AM and began preparing my equipment for testing. The truck arrived at
approximately 1:25 PM and immediately prepared to place material.
Once a sufficient amount of material had been placed, I collected a sample for testing. The tests I performed for
this sample were in general conformance of project specifications and the results were reported to the contractor.
I then cleaned my equipment and entered my vehicle to begin this report.
Reviewed By:
Luke Hammar
Signature:
Inspection Images:
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 3
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 4
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 5
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 6
Testing:
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.
E439A31D-6B7C-4072-8D61-7B240FD392E9 7
Ticket Image:
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.
86A27F53-EC6B-4FA7-816C-1BC15182A8D8 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C09062023LS
Compressive Strength of Concrete Test Specimens
Date:
09/06/2023
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
2 hours
Start Time:
04:15 AM
Contractor:
Alpha Concrete
Supplier:
Walter’s Ready Mix, Inc
Mix Number:
170-3500
Concrete Member:
Int. Slab on Grade
Required 28 day Strength (psi):
3500.0
Admixtures:
Map 322
Entrained Air Spec. (%):
N/A
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 11.0 07973 05:00
AM
Interior subfloor 45 36.860 148.0 71 1.5 7 1/2
2 33.0 07975 05:45
AM
Interior subfloor 41 36.920 148.3 67 1.1 7 3/4
Field Technician Information
Truck:
THOR
Total Trip Mileage:
16.00
Tested By:
Leland Steiner
Signature:
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.
86A27F53-EC6B-4FA7-816C-1BC15182A8D8 2
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
I arrived on site at around 4:15 AM and began my inspections. I then set up my gear and got ready for my field
tests. I tested twice, and after my testing I cleaned my gear and left the job site.
Reviewed By:
Luke Hammar
Signature:
Inspection Images:
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.
86A27F53-EC6B-4FA7-816C-1BC15182A8D8 3
Testing:
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.
86A27F53-EC6B-4FA7-816C-1BC15182A8D8 4
Ticket Image:
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.
86A27F53-EC6B-4FA7-816C-1BC15182A8D8 5
Ticket Image:
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.
19884116872ae642-1725634986383 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C09062024TH
Compressive Strength of Concrete Test Specimens
Date:
09/06/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
3hrs
Start Time:
06:30 AM
Contractor:
Alpha Concrete
Supplier:
Walters Ready Mix
Mix Number:
506AF
Concrete Member:
Sidewalk
Required 28 day Strength (psi):
4,000.0
Admixtures:
Plastisides
Entrained Air Spec. (%):
6 +- 1.5
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 11.0 04235 08:15
AM
Northwest sidewalk on S 5th W.
10 ft S of NW corner.
52 34.620 139.0 68 6.9 9¼
Field Technician Information
Truck:
STARLORD
Total Trip Mileage:
18.00
Tested By:
Travis Hutmacher
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
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.
19884116872ae642-1725634986383 2
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
Arrived on site at 6:45am. Unpacked my gear and prepared for the pour. Spoke with the concrete workers. The
concrete truck showed up around 7:40am. I received the ticket and prepared to take a sample. The driver of the
truck, Aaron Walt, stated that he was waiting for plasticizers to be dropped off.
The pour started around 8:10am. He poured about a yard and I took my sample. I returned to my truck and
performed an air entrainment test, temped the concrete, and performed a slump test. I started filling cylinders,
Aaron came over and requested that I do a second slump test as the result the first time was a 9½ inch slump.
The second test resulted in a 9¼ inch slump. I finished filling cylinders and cleaned up my gear.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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19884116872ae642-1725634986383 3
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19884116872ae642-1725634986383 4
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19884116872ae642-1725634986383 5
Testing:
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19884116872ae642-1725634986383 6
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0E466209-A479-41EF-8269-8B7E564F6D82 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C09122023BF
Compressive Strength of Concrete Test Specimens
Date:
09/12/2023
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
3 hours
Start Time:
06:57 AM
Contractor:
Headwaters
Supplier:
Walters
Mix Number:
170-3500
Concrete Member:
Int. Slab on Grade
Required 28 day Strength (psi):
3500.0
Admixtures:
N/A
Entrained Air Spec. (%):
N/A
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 11.0 08148 05:15
AM
Slab on grade 65 36.920 148.3 73 7.5 7
2 65.0 08148 06:20
AM
Slab on grade 68 36.500 146.6 69 1.5 7.75
Field Technician Information
Truck:
DEADPOOL
Total Trip Mileage:
22.00
Tested By:
Bryton Ferguson
Signature:
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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
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0E466209-A479-41EF-8269-8B7E564F6D82 2
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
I arrived on-site and located where the concrete placement was to take place.
I set up my gear and sampled from the first truck. I performed a concrete field test and reported my results to
the contractor. I then made strength specimens.
I repeated this process on the 6th truck. Upon completion of making my second set of strength specimens. I
cleaned my equipment and observed the remainder of the concrete placement.
Reviewed By:
Luke Hammar
Signature:
Inspection Images:
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0E466209-A479-41EF-8269-8B7E564F6D82 3
Testing:
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0E466209-A479-41EF-8269-8B7E564F6D82 4
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0E466209-A479-41EF-8269-8B7E564F6D82 5
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9BD41BB3-3012-4923-BDDF-84204EE0456A 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C09142023MDH
Compressive Strength of Concrete Test Specimens
Date:
09/14/2023
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
3 hours
Start Time:
04:30 AM
Contractor:
ALPHA CONCRETE CONSTRUCTION
Supplier:
WALTERS READY MIX INC.
Mix Number:
170-3500
Concrete Member:
Int. Slab on Grade
Required 28 day Strength (psi):
3500.0
Admixtures:
MP322
Entrained Air Spec. (%):
N/A
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 11.0 08226 05:15
AM
Referencing plans page S103.
11.5 - A6
42 36.600 147.0 69 2 6
2 11.0 08232 06:30
AM
Referencing plans page S103.
8.5 - A6
45 36.700 147.4 67 2 6
Field Technician Information
Truck:
THOR
Total Trip Mileage:
30.00
Tested By:
Matthew Hammar
Signature:
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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.
9BD41BB3-3012-4923-BDDF-84204EE0456A 2
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
I arrived on site at approximately 4:30 AM and began preparing my equipment for testing. The truck arrived at
approximately 5:00 AM and immediately prepared to place material.
Once a sufficient amount of material had been placed, I collected a sample for testing. The tests I performed for
this sample were in general conformance of project specifications and the results were reported to the contractor.
I then cleaned my equipment and observed the remainder of material placement.
Reviewed By:
Luke Hammar
Signature:
Inspection Images:
Testing:
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9BD41BB3-3012-4923-BDDF-84204EE0456A 3
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9BD41BB3-3012-4923-BDDF-84204EE0456A 4
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9BD41BB3-3012-4923-BDDF-84204EE0456A 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C09142023MDH
Compressive Strength of Concrete Test Specimens
Date:
09/14/2023
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
3 hours
Start Time:
04:30 AM
Contractor:
ALPHA CONCRETE CONSTRUCTION
Supplier:
WALTERS READY MIX INC.
Mix Number:
170-3500
Concrete Member:
Int. Slab on Grade
Required 28 day Strength (psi):
3500.0
Admixtures:
MP322
Entrained Air Spec. (%):
N/A
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 11.0 08226 05:15
AM
Referencing plans page S103.
11.5 - A6
42 36.600 147.0 69 2 6
2 11.0 08232 06:30
AM
Referencing plans page S103.
8.5 - A6
45 36.700 147.4 67 2 6
Field Technician Information
Truck:
THOR
Total Trip Mileage:
30.00
Tested By:
Matthew Hammar
Signature:
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.
9BD41BB3-3012-4923-BDDF-84204EE0456A 2
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
I arrived on site at approximately 4:30 AM and began preparing my equipment for testing. The truck arrived at
approximately 5:00 AM and immediately prepared to place material.
Once a sufficient amount of material had been placed, I collected a sample for testing. The tests I performed for
this sample were in general conformance of project specifications and the results were reported to the contractor.
I then cleaned my equipment and observed the remainder of material placement.
Reviewed By:
Luke Hammar
Signature:
Inspection Images:
Testing:
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.
9BD41BB3-3012-4923-BDDF-84204EE0456A 3
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9BD41BB3-3012-4923-BDDF-84204EE0456A 4
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15304dddab85d4a6-1727102124649 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C09232024NLS
Compressive Strength of Concrete Test Specimens
Date:
09/23/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
2 Hrs
Start Time:
08:30 AM
Contractor:
Alpha Concrete Construction
Supplier:
Walters Ready Mix
Mix Number:
N/A
Concrete Member:
Sidewalk
Required 28 day Strength (psi):
4,000.0
Admixtures:
N/A
Entrained Air Spec. (%):
6 +- 1.5
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 0.0 0 08:30
AM
N/A 51 0.000 0.0 0 N/A 0
Field Technician Information
Truck:
GAMORA
Total Trip Mileage:
18.00
Tested By:
Nathaniel Speas
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
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.
15304dddab85d4a6-1727102124649 2
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
Arrived to the job site and started my report. Met with the concrete crew. I saw that they had already poured the
sidewalk. I was told to be here by 9:00 a.m. for the pour and one of the crew guys said they started at 7:00
a.m. I did not make any cylinders and I did not test any concrete. I ended up filling out my report and leaving
the job site.
Reviewed By:
E. Vail
Signature:
Inspection Images:
Testing:
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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.
15304dddab85d4a6-1727102124649 3
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CA57F520-56DA-4CD7-920E-0CDD0C049C65 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C10122023BF
Compressive Strength of Concrete Test Specimens
Date:
10/12/2023
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
3
Start Time:
11:18 AM
Contractor:
Alpha
Supplier:
Walters
Mix Number:
4500-AF
Concrete Member:
Footings
Required 28 day Strength (psi):
3,000.0
Admixtures:
HP 322, MA AE 90
Entrained Air Spec. (%):
N/A
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 10.0 09030 11:00
AM
Dumpster enclosure
approximately south west corner
of parking lot
46 34.480 138.5 63 5.5 6.5
Field Technician Information
Truck:
STARLORD
Total Trip Mileage:
18.00
Tested By:
Bryton Ferguson
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
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.
CA57F520-56DA-4CD7-920E-0CDD0C049C65 2
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
I arrived onsite around 9:30 AM. I got my equipment setup and spoke with Dallas, the concrete truck arrived
onsite at approximately 10:45 AM, I acquired my sample at the appropriate time and completed the test. My
tests were reported to the contractor.
Reviewed By:
Luke Hammar
Signature:
Inspection Images:
Testing:
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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
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CA57F520-56DA-4CD7-920E-0CDD0C049C65 3
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