HomeMy WebLinkAboutSOIL DENSITY REPORT 3 - 22-00007 - 253 W 2nd S - Sundance Bldg CFile Name:
22214D05022022AW
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4103 E. 605 N. Suite. 1 Rigby ID, 83442 208.881.0081 www.connectengr.com
In Place Density of Soils ASTM D2922 & D3017
Project Number:
22-214
Contractor:
Stevens Construction
Project Name:
Sundance Apartments
Instrument ID
76560
Daily Standardization:
Client:
Bart Stevens
Date:
05/02/2022
MS:
619
DS:
2435
Time Start:
09:45 AM
Time End:
02:15 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 24’ N from South wall
19’ E from West wall
Top of
Subbase
12 140.6 131.9 6.6 137.1
Material
Type
Pit Run
96
2 57’ N from South wall
27’ E from West wall
Top of
Subbase
12 134.3 130.1 3.2 137.1
Material
Type
Pit Run
95
3 36’ N from South wall
8’ W from East wall
Top of
Subbase
12 137.4 131.8 4.2 137.1
Material
Type
Pit Run
96
4 93’ N from South wall
30’ E from West wall
Top of
Subbase
12 140.5 135.9 3.4 137.1
Material
Type
Pit Run
99
5 69’ S from North wall
7’ E from West wall
Top of
Subbase
12 141.7 136.3 4.8 137.1
Material
Type
Pit Run
99
6 51’ S from North
wall
36’ E from West wall
Top of
Subbase
12 144.2 137.3 5.0 137.1
Material
Type
Pit Run
100
7 18’ S from North wall Top of 12 142.1 135.5 4.9 137.1 99
File Name:
22214D05022022AW
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
23’ E from West wall Subbase Material
Type
Pit Run
8 8’ S from North wall
51’ E from West wall
Top of
Subbase
12 139.2 133.7 4.1 137.1
Material
Type
Pit Run
98
9 8’ N from South wall
75’ E from West wall
Top of
Subbase
12 138.6 134.2 3.3 137.1
Material
Type
Pit Run
98
Observations/Remarks:
At 9:45 AM Eric (Connect Engineering) asked me to test Pit Run densities. I packed up the necessary equipment,
standardized the gauge, and left the lab at 10:30 AM. I arrived on site at 10:45 AM and was directed to the
south end of the building to start testing.
The first three shots didn’t pass but had a high moisture content, so the rolled the area again. When I retested,
the area met the required specifications. I continued to test the pit run moving north. It couldn’t to meet the
required density until I reached the NE corner.
This area hadn’t been rerolled as the previously mentioned, so they rolled it. I tested it again and it passed. The
area met the specifications this time. I told the foreman on site with Stevens Construction.
I then packed up the equipment, collected a sample of reject sand from the S end of the building site, and left
the at 1:15 PM.
When I arrived at the lab, I unloaded the truck and filled out the paperwork. I completed the paperwork at 2:15
PM
Tested By:
AWalburger
Signature:
Reviewed By:
E. Vail
Signature:
File Name:
22214D05022022AW
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.
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Date:
05/02/2022
Inspection Images:
File Name:
22214D05022022AW
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.
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