HomeMy WebLinkAboutCONCRETE FIELD TEST 3 - 23-00332 - Madison Jr High - AdditionPRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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17D54502-C541-4E86-B715-42892B396A2B 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23252C08112023LS
Compressive Strength of Concrete Test Specimens
Project Number:
23-252
Project Name:
Madison JR. High
Client:
Madison School District
Contractor:
Richardson Concrete
Date:
08/11/2023
Time on Project:
2 hours
Start Time:
10:30 AM
Supplier:
Valley Ready Mic
Mix Number:
71FAVALY
Concrete Member:
Footings
Required 28 day Strength (psi):
3,500.0
Admixtures:
POLY1025
Entrained Air Spec. (%):
5.5 +- 1.0
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 30.0 1807 11:15
AM
Footings
for
southeast
side of
school
building
88 34.800 139.8 74 7.0 5.5 +-
1.0
5.5 Max 6
Field Technician Information
Date:
08/11/2023
Total Trip Mileage:
20.00
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.
17D54502-C541-4E86-B715-42892B396A2B 2
Observations and/or Remarks:
I arrived to the job site at around 10:30am and did a inspection on the forms and rebar. The reinforcement
appeared to be in general conformance to project specifications and I proceeded to set up my equipment to test
the concrete. Concrete arrived a little early at around 10:50am and I began testing soon after. I reported my
results to the contractor and made strength specimens. Once completed I cleaned my gear and observed the
placement.
Reviewed By:
Luke Hammar
Date:
08/14/2023
Signature:
Inspection Images: