HomeMy WebLinkAboutSOIL DENSTIY TESTS - Teton River Flats Community Housing - 4PlexFile Name:
Density's for building B1
6b732a02d06109d4-1611858053950 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
Project Name:
Teton River Flats
Instrument ID
78653
Daily Standardization:
Client:
Headwaters Construction
Date:
01/28/2021
MS:
661
DS:
2595
Time Start:
09:51 AM
Time End:
11:34 AM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 SE corner of building
B1
Top of
second lift
8 147.5 140.8 4.7 141.1
Material
Type
Pit Run
99.79
2 North side of
building
approximately equal
distance east and
west.
Top of
second lift
8 147.1 141.1 4.3 141.1
Material
Type
Pit Run
100.00
3 South west corner of
building
Top of
second lift
8 141.4 135.6 4.3 141.1
Material
Type
Pit Run
96.10
4 North east corner of
building
approximately 10
feet from north side.
Top of 2nd
lift
8 144.9 137.9 5.1 141.1
Material
Type
Pit Run
97.73
Remarks:
Tested By:
Keith Drake
Signature:
Date:
01/28/2021
Reviewed By:
Tyson Falls
Signature:
Date:
01/28/2021
File Name:
20075D01272021DFA
44e7cbc468d5b63e-1611775858559 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:
Headwaters
Project Name:
Teton River Flats
Instrument ID
3491
Daily Standardization:
Client:
Headwaters Construction
Date:
01/27/2021
MS:
742
DS:
2643
Time Start:
12:00 PM
Time End:
05:00 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Northeast corner of
building
3' below
finish grade
6 140.2 133.4 5.1 141.1
Material
Type
Pit Run
94.54
2 Northwest corner of
building
3' below
finish grade
6 139.8 133.6 4.7 141.1
Material
Type
Pit Run
94.68
3 Center of building 3' below
finish grade
6 144.3 137.4 5.0 141.1
Material
Type
Pit Run
97.38
Remarks:
The contractor was not ready at 12 when I arrived. I waited for them to compact the first lift. After the first lift
passed, I waited for them to compact the second. The second lift didn't pass due to frozen soil. The contractor
placed a heating element for it to unthaw overnight.
Tested By:
D. Aust
Signature:
Date:
01/27/2021
Reviewed By:
Tyson Falls
Signature:
Date:
01/28/2021
File Name:
20075D02082021CRC
7ca1bb41ba298523-1612796987405 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 paving and excavation
Project Name:
Teton River Flats
Instrument ID
76561
Daily Standardization:
Client:
Headwaters
Date:
02/08/2021
MS:
789
DS:
2801
Time Start:
08:15 AM
Time End:
10:15 AM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Subbase for concrete
sidewalk slab: in-
between buildings
A-1 and A-3.
Approximately St
00+30
Top of
subbase, on
grade for
concrete
placement
4 135.4 130.6 3.7 136.0
Material
Type
3/4" Base
96.03
2 Subbase for concrete
sidewalk slab: in-
between buildings
A-1 and A-3.
Approximately St
00+30
Top of
subbase, on
grade for
concrete
placement
4 134.9 130.4 3.5 136.0
Material
Type
3/4" Base
95.88
Remarks:
Tested By:
C.Carlson
Signature:
Date:
02/08/2021
Reviewed By:
S.Thompson
Signature:
Date:
02/11/2021
File Name:
20075D02232021NS
E506018D-F53A-49BD-8D19-03E3356355E7 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:
Headwater's Construction
Date:
02/23/2021
MS:
688
DS:
2463
Time Start:
08:15 AM
Time End:
09:15 AM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Breezeway between
eastern buildings
Top of 3/4 BS 140.9 133.1 5.8 136.0
Material
Type
Native Soil
97.87
Remarks:
Tested By:
N.Steiner
Signature:
Date:
02/23/2021
Reviewed By:
S.Thompson
Signature:
Date:
02/23/2021
File Name:
20075
7ca1bb41ba298523-1612991137421 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
Project Name:
Teton River Flats
Instrument ID
76561
Daily Standardization:
Client:
Headwater's Construction
Date:
02/10/2021
MS:
2802
DS:
786
Time Start:
01:45 PM
Time End:
03:45 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 NE corner of building
A-5
Top of
subbase, on
grade for
concrete
placement
6 137.1 132.0 3.9 136.0
Material
Type
3/4" Base
97.06
2 SW corner of
building A-5
Top on
subbase, on
grade for
concrete
placement
6 134.1 129.3 3.8 136.0
Material
Type
3/4" Base
95.07
3 NW corner of
building A-5
Top on
subbase, on
grade for
concrete
placement
6 138.6 133.7 3.7 136.0
Material
Type
3/4" Base
98.31
4 SE corner of building
A-5
Top of
subbase, on
grade for
concrete
placement
6 138.5 132.4 4.7 136.0
Material
Type
3/4" Base
97.35
Remarks:
Tested By:
C.Carlson
Signature:
Date:
Reviewed By:
S.Thompson
Signature:
Date:
File Name:
20075
7ca1bb41ba298523-1612991137421 2
02/10/2021 02/11/2021
File Name:
20075D03222021BB
0F8EE0DE-61FD-41EF-99E4-D814B9C6CB7D 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
Project Name:
Teton River Flats
Instrument ID
76562
Daily Standardization:
Client:
Headwater's Construction
Date:
03/22/2021
MS:
683
DS:
2905
Time Start:
12:00 PM
Time End:
03:30 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Interior of building
A4 approximately
15’ South and 40’
West from Northeast
corner of building
Approximately
2’ below
finish floor
12 145.5 137.3 5.9 141.1
Material
Type
Pit Run
97.31
2 Interior of building
A4 approximately
30’ South and 12’
West fro the
Northeast corner of
building
Approximately
2’ below
finish floor
12 149.5 141.6 5.6 141.1
Material
Type
Pit Run
100.35
Remarks:
Rain snow mix was falling
Tested By:
Ben E. Ball
Signature:
Date:
03/22/2021
Reviewed By:
S.Thompson
Signature:
Date:
03/23/2021
File Name:
20075D03102021NS
C6DC6BE9-55FC-40D0-82F6-A13195687C92 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:
Headwater's Construction
Date:
03/10/2021
MS:
775
DS:
2794
Time Start:
01:45 PM
Time End:
03:15 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Northwest corner of
building B2
Sub grade
footer
6 141.6 137.4 3.0 141.1
Material
Type
Pit Run
97.38
2 Southeast corner of
building B2
Sub grade
footer
6 143.8 135.0 6.6 141.1
Material
Type
Pit Run
95.68
3 North east corner of
building B2
Sub grade
footer
6 138.7 134.5 3.1 141.1
Material
Type
Pit Run
95.32
4 Southwest corner of
building B2
Sub grade
footer
6 142.4 138.5 2.8 141.1
Material
Type
Pit Run
98.16
Remarks:
Tested By:
N. Steiner
Signature:
Date:
03/10/2021
Reviewed By:
S.Thompson
Signature:
Date:
03/12/2021
File Name:
20075D032321NS
2F49D762-4CF1-4F60-B504-55BB642EDA73 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:
Headwater's Construction
Date:
03/23/2021
MS:
695
DS:
2453
Time Start:
11:30 AM
Time End:
01:30 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 North west corner of
building B2
1 foot below
top of footing
6 142.9 137.4 4.0 141.1
Material
Type
Pit Run
97.38
2 Middle of building pad I foot below
top of
footings
6 142.8 135.4 5.5 141.1
Material
Type
Pit Run
95.96
3 South east corner of
building
1 foot below
footings
6 144.3 137.7 4.9 141.1
Material
Type
Pit Run
97.59
Remarks:
Tested By:
N. Steiner
Signature:
Date:
03/23/2021
Reviewed By:
S.Thompson
Signature:
Date:
03/23/2021
File Name:
20075D03162021DFA
e875ea11521d0ef1-1615928842307 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:
Headwater's Construction
Date:
03/16/2021
MS:
755
DS:
2835
Time Start:
02:30 PM
Time End:
04:30 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Building B3 Bottom of
footing
6 139.0 134.3 3.6 141.1
Material
Type
Pit Run
95.18
2 Building B3
southwest corner
Bottom of
footing
6 145.2 138.3 5.0 141.1
Material
Type
Pit Run
98.02
3 Building B3 west side Bottom of
footing
6 141.5 135.3 4.6 141.1
Material
Type
Pit Run
95.89
4 Building B3,
Northeast corner of
building
Bottom of
footing
6 150.3 143.8 4.5 141.1
Material
Type
Pit Run
101.91
Remarks:
Tested By:
D. Aust
Signature:
Date:
03/16/2021
Reviewed By:
S.Thompson
Signature:
Date:
03/17/2021
File Name:
20075D03152021
DECB7FF3-E9A9-4FAC-826C-4A9C73367633 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:
Headwaters
Project Name:
Teton River Flats
Instrument ID
00443
Daily Standardization:
Client:
Headwater's Construction
Date:
03/15/2021
MS:
783
DS:
2842
Time Start:
12:30 PM
Time End:
03:15 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 South side of the
building
0 2 141.1 136.4 4.7 141.1
Material
Type
Pit Run
96.67
3 South side of the 0 4 142.3 136.0 6.2 141.1
Material
Type
Pit Run
96.39
4 South side of the 0 4 146.0 139.0 5.1 141.1
Material
Type
Pit Run
98.51
Remarks:
Tested By:
T Paules
Signature:
Date:
03/15/2021
Reviewed By:
S.Thompson
Signature:
Date:
03/16/2021