HomeMy WebLinkAboutSOIL DENSITY TEST 5 - 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
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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9D99F9DB-5501-410B-BB02-DAE5E6E19305 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23252D09062023EV
In Place Density of Soils ASTM D2922 & D3017
Date:
09/06/2023
Project Number:
23-252
Project Name:
Madison JR. High
Client:
Madison School District
Total Time on Project:
3
Time Start:
09:00 AM
Contractor:
Hill and Sons Excavation
Current Weather Conditions:
Sunny/Clear
Wind:
Calm
Instrument ID
76560
MS:
615
Ambient Temperature (°F):
61
DS:
2408
Results
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Southern
classroom
addition. Interior
slab. 15’ south of
northern wall, 25’
east of western
wall.
Top of
base
BS 131.5 125.3 5.5 131.6
3/4" Base
95
2 Southern
classroom
addition. Interior
slab. 12’ south of
northern wall, 75’
east of western
wall.
Top of
base
BS 131.9 125.9 5.0 131.6
3/4" Base
96
3 Southern Top of BS 132.1 126.1 5.1 131.6 96
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.
9D99F9DB-5501-410B-BB02-DAE5E6E19305 2
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
classroom
addition. Interior
slab. 18’ south of
northern wall,
125’ east of
western wall.
base 3/4" Base
4 Southern
classroom
addition. Interior
slab. 18’ south of
northern wall, 15’
west of eastern
wall.
Top of
base
BS 132.0 126.4 5.3 131.6
3/4" Base
96
Field Technician Information
Truck
DEADPOOL
Mileage from Lab to Project (One Way)
12
Total Mileage
12.00
Tested By:
Eric Vail
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.
Observations/Remarks:
I arrived on site and checked in with Hill and Sons excavation. They weren’t quite ready yet so I standardized my
gauge in the mean time. They had just started watering and compacting the 3/4” base, so progress was a little
slow.
But I was able to work along with them and take several passing shots and report those results as I went.
When I was done I cleaned and packed up my gear and wrote this report.
Reviewed By:
E. Vail
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.
9D99F9DB-5501-410B-BB02-DAE5E6E19305 3
Inspection Images: