HomeMy WebLinkAboutSOIL DENSITY 6 - 21-00353 - Teton River Flats Community Housing - 4Plex - B7File Name:
20075D09092021LC
6685CB05-7BDD-4B03-BAD2-71AE9259D52F 1
4103 E. 605 N. Sute. 1 Rigby ID, 83442 208.881.0081 www.connectengr.com
In Place Density of Soils ASTM D2922 & D3017
Project Number:
20075
Contractor:
Thompson Excavation
Project Name:
Teton River Flats
Instrument ID
78652
Daily Standardization:
Client:
Headwaters Construction
Date:
09/09/2021
MS:
688
DS:
2480
Time Start:
10:00 AM
Time End:
04:30 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Lorene St. water
main North of unit B3
3 feet below
top of street
6 119.6 102.6 16.6 102.9
Material
Type
Native Soil
100
2 Lorene St. water
main North of unit B4
3 feet below
top of street
6 115.2 98.0 17.6 102.9
Material
Type
Native Soil
95
3 Lorene St. water
main North of unit B5
3 feet below
top of street
6 109.1 97.5 11.9 102.9
Material
Type
Native Soil
95
4 Lorene St. water
main North of unit B6
3 feet below
top of street
6 113.7 100.6 13.1 102.9
Material
Type
Native Soil
98
5 Lorene St. water
main North of unit B7
3 feet below
top of street
6 115.0 102.5 12.3 102.9
Material
Type
Native Soil
100
6 Lorene St. water
main North of North
east corner of unit B7
3 feet below
top of street
6 108.3 100.0 8.4 102.9
Material
Type
Native Soil
97
7 Lorene St. water
main North of North
east corner of unit
B7 100 feet east
3 feet below
top of street
6 115.2 98.0 17.6 102.9
Material
Type
Native Soil
95
8 Lorene St. water
main North of unit D1
3 feet below
top of street
6 122.0 101.8 19.8 102.9
Material
Type
Native Soil
99
File Name:
20075D09092021LC
6685CB05-7BDD-4B03-BAD2-71AE9259D52F 2
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
9 Lorene St. water
main North of unit D2
3 feet below
top of street
6 117.3 99.7 17.7 102.9
Material
Type
Native Soil
97
10 Lorene St. water
main North of unit
D2 100 feet east
3 feet below
top of street
6 114.6 101.0 13.5 102.9
Material
Type
Native Soil
98
11 Lorene St. water
main North of unit B3
2 feet below
top of street
6 109.1 97.6 11.7 102.9
Material
Type
Native Soil
95
14 Lorene St. water
main North of unit B6
2 feet below
top of street
6 110.7 97.7 13.3 102.9
Material
Type
Native Soil
95
Remarks:
Arrived on site around 10 AM and met with Don from Thompson excavation to test density on native backfill
material over Water main along Lorene St. first lift was tested and passing density test results were reported to
dawn from Thompson excavation. Several spots of second lift were able to be tested with passing test results
however the majority of the backfill material was very difficult to compact and will likely have water added to it
before additional compaction. Left site around 4:15 PM.
Tested By:
L. Clifford
Signature:
Date:
09/09/2021
Reviewed By:
E. Vail
Signature:
Date:
09/14/2021