HomeMy WebLinkAboutCONCRETE FIELD TEST12 - 22-00269 - Hibbard Elementary SchoolFile Name
22229C07182023MM
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FC400D33-8D04-45E7-AD52-A062E62BCC72 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
Compressive Strength of Concrete Test Specimens
Project Number:
22-229
Cumulative Test Load Amount:
11.0
Ticket #:
06529
Project Name:
Hibbard Elementary
Test Location:
Slabs southeast of building
Concrete Member:
Curb & Gutter
Client:
Madison School District
Admixtures:
MP 322, MA AE 90
Required 28 day Strength
(psi):
4,000.0
Contractor
Headwaters
Supplier:
Walter Ready Mix
Mix Number:
500F HES
Date:
07/18/2023
Start Time
11:15 AM
Time on Project
2 hours
Tested By:
Mark Mansfield
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 06529 12:00
PM
Slabs
southeast
of
building
83 34.350 138.0 78 6.5 5.5 +-
1.5
6 1/2 5 +- 1
Observations/Remarks:
I arrived at the job site and spoke with the foreman about the pour. We discussed locations and the amount of
mud had been ordered.
I parked my vehicle and began setting up my equipment. I looked over the forms and waited for the first truck to
arrive.
The first truck arrived around 11:45 AM and I was able to grab the batch ticket.
I waited for the driver to offload about a yard of material and once he reached that point, I was able to grab a
File Name
22229C07182023MM
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.
FC400D33-8D04-45E7-AD52-A062E62BCC72 2
sample and begin testing. I tested both air content and slump.
The result for air was within general conformance to project specifications.
Once I finished pouring and placing my cylinders I observed the remainder of the pour and began filling out my
report.
Signature:Reviewed By:
Luke Hammar
Signature:
Date:
07/18/2023
Inspection Images
File Name
22229C07182023MM
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.
FC400D33-8D04-45E7-AD52-A062E62BCC72 3