HomeMy WebLinkAboutSOIL DENSITY TESTS - 20-00739 - SITE PLAN - Teton River Flats Community Housing - six 4-plexes - LoreneFile Name:
20075D10082021DFA
e875ea11521d0ef1-1633704394863 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
26586
Daily Standardization:
Client:
Headwaters Construction
Date:
10/08/2021
MS:
666
DS:
1709
Time Start:
08:00 AM
Time End:
10:00 AM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Approximately 20'
East of manhole
number one
Approximately
1' below
finish grade
6 142.1 136.9 3.8 141.1
Material
Type
Pit Run
97
2 Lorin street,
Approximately 100'
West of manhol
number one
Approximately
1' below
finish grade
6 146.4 140.9 3.9 141.1
Material
Type
Pit Run
100
3 Lorin street,
Approximately 150'
East of manhole
number one
Approximately
1' below
finished
grade
6 142.8 138.2 3.3 141.1
Material
Type
Pit Run
98
4 Lorin street,
Approximately 250'
East of manhole
number one
Approximately
1' below
finished
grade
6 144.3 137.7 4.8 141.1
Material
Type
Pit Run
98
5 Lorin street,
Approximately even
with manhole
number 2
Approximately
1' below
finished
grade
6 143.5 137.2 4.5 141.1
Material
Type
Pit Run
97
Remarks:
Tested By:
D. Aust
Signature:
Reviewed By:
E. Vail
Signature:
File Name:
20075D10082021DFA
e875ea11521d0ef1-1633704394863 2
Date:
10/08/2021
Date:
10/11/2021
File Name:
20075D10082021WDM
5b433c08aac70bf4-1633724704182 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
76561
Daily Standardization:
Client:
Headwaters Construction
Date:
10/08/2021
MS:
775
DS:
2823
Time Start:
02:15 PM
Time End:
03:45 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Approximately 25' W
of NE corner of
Loren Lane on road
CL
Top of grade BS 135.3 129.6 4.4 136.0
Material
Type
3/4" Base
95
2 Approximately 125'
W of NE corner of
Loren Lane and 6' N
of road CL
Top of grade BS 134.6 131.1 2.7 136.0
Material
Type
3/4" Base
96
3 Approximately 200'
W of NE corner of
Loren Lane at 7' S of
road CL
Top of grade BS 134.5 130.7 2.9 136.0
Material
Type
3/4" Base
96
4 Approximately 300'
W of NE corner of
Loren Lane at 1' N of
CL
Top of grade BS 134.7 128.6 4.8 136.0
Material
Type
3/4" Base
95
5 Approximately 405'
W of NE corner of
Loren Lane at 3' S of
CL
Top of grade BS 136.3 130.4 4.5 136.0
Material
Type
3/4" Base
96
Remarks:
Tested By:
W. Moffat
Signature:
Reviewed By:
E. Vail
Signature:
File Name:
20075D10082021WDM
5b433c08aac70bf4-1633724704182 2
Date:
10/08/2021
Date:
10/18/2021
File Name:
20075D10112021DFA
e875ea11521d0ef1-1633982773915 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
26586
Daily Standardization:
Client:
Headwaters Construction
Date:
10/11/2021
MS:
1700
DS:
663
Time Start:
01:30 PM
Time End:
03:30 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Approximately 10'
South of storm drain
at North entrance of
site
Approximately
2' below
finished
grade
6 146.4 141.3 3.6 141.1
Material
Type
Pit Run
100
2 Approximately 10'
South of storm drain
at North entrance of
site
Approximately
1' below
finish grade
6 137.9 133.6 3.3 136.0
Material
Type
3/4" Base
98
Remarks:
Tested By:
D. Aust
Signature:
Date:
10/11/2021
Reviewed By:
E. Vail
Signature:
Date:
10/11/2021