HomeMy WebLinkAboutSOIL DENSITY - 19-00731 - The Grove at Thomson Farms - Hickory - 30 Unit Bldg 4In Place Density of Soils ASTM D2922 & D3017
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лйсͨтрйͨплмрϝϝϝͨωϕϔϔϋωϚϋϔύϘͨωϕϓнкймΎпйоΗΜϛϏϚϋкΛϏύψϟͥΒсмннл
Thompson Farms
20001
Stillwater Equity Partners
Hill and Son Excavation
05/19/2020 F Pelton
12:30 PM 2:30
443
980 5049
121 ft below finish grade 6.583
132
95%
Approximately E.25 and 1.5 of Building 6.
1 ft below finish grade
Pit Run
96%
132
4.925
126.9
133.2
96%
132
5.826
126.5
133.9
Pit Run
1 ft below finish grade
Approximately E.75 and 1.5 of Building 6.
Digitally signed by Jacob P
Christensen
Date: 2020.05.20 14:22:07 -06'00'
10
10
1
125
133.6Approximately D.5 and 1.5 of Building 6.
Pit Run
2
3
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In Place Density of Soils ASTM D2922 & D3017
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test
Number
Depth: Elevation:% M:
Proctor:
% of
Proctor:
Test
Number
Test
Number
Test
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Test Location:
Elevation:
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лйсͨтрйͨплмрϝϝϝͨωϕϔϔϋωϚϋϔύϘͨωϕϓнкймΎпйоΗΜϛϏϚϋкΛϏύψϟͥΒсмннл
Thompson Farms
20001
Stillwater Equity Partners
Hill and Son Excavation
05/19/2020 F Pelton
3:30 PM 6:30 PM
443
980 5049
12Bottom of Finish Grade 4.614
132
96%
Approximately C.8 and 1.5 of Building 6.
Bottom of Finish Grade
Pit Run
95%
132
3.719
125.3
130
96%
132
4.898
126.4
132.6
Pit Run
Bottom of Finish Grade
Approximately C.5 and 2.5 of Building 6.
95%
132
4.851
125.2
131.3
Pit Run
Bottom of Finish Grade
Approximately C.2 and 3.5 of Building 6.
95%
132
4.335
125.2
130.6
Pit Run
Bottom of Finish Grade
Approximately C.8 and 3.65 of Building 6.
95%
132
5.831
125.4
132.7
Pit Run
Bottom of Finish Grade
Approximately D.5 and 3.65 of Building 6.
97%
132
5.37
127.4
134.2
Pit Run
Bottom of Finish Grade
Approximately D.25 and 2.5 of Building 6.
Digitally signed by Jacob P
Christensen
Date: 2020.05.20 14:23:10 -06'00'
12
10
12
12
12
12
1
127
132.4Approximately C.2 and 1.5 of Building 6.
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6
7
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96%
132
5.333
127.1
133.9
Pit Run
Bottom of Finish Grade
Approximately D.75 and 2.5 of Building 6.
132
97%
5.065
128.1
134.5
Pit Run
Bottom of Finish Grade
Approximately D.5 and 1.25 of Building 6.
10
12
8
9
In Place Density of Soils ASTM D2922 & D3017
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test
Number
Depth: Elevation:% M:
Proctor:
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лйсͨтрйͨплмрϝϝϝͨωϕϔϔϋωϚϋϔύϘͨωϕϓнкймΎпйоΗΜϛϏϚϋкΛϏύψϟͥΒсмннл
Thompson Farms
20001
Stillwater Equity Partners
Hill and Son Excavation
05/14/2020 F Pelton
2:00 PM 6:00 PM
3743
747 2718
12 1 ft below bottom of finish grade 5.4
132
96%
Approximately 1.25 and A.8 of building 6.
1 ft below bottom of finish grade
Pit Run
99%
132
4.9
130.2
136.6
97%
132
4.4
128.1
133.7
Pit Run
1 ft below bottom of finish grade
Approximately 2.5 and A.5 of building 6.
98%
132
6
129.1
136.8
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1 ft below bottom of finish grade
Approximately 3.75 and A.2 of building 6.
98%
132
5.9
129.1
136.7
Pit Run
1 ft below bottom of finish grade
Approximately 3.75 and A.7 of building 6.
97%
132
5.5
128.6
135.6
Pit Run
Bottom of finish grade
Approximately 1.8 and B.5 of building 6.
98%
132
6.7
129.1
137.7
Pit Run
Bottom of finish grade
Aproximately 2.5 and B.25 of building 6.
Digitally signed by Jacob P
Christensen
Date: 2020.05.19 11:36:03 -06'00'
12
12
12
12
12
12
1
127
134.2Approximately 1.25 and A.2 of building 6.
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97%
132
5.5
127.4
134.4
Pit Run
Bottom of finish grade
Approximately 3.75 and B.5 of building 6.
128
In Place Density of Soils ASTM D2922 & D3017
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test
Number
Depth: Elevation:% M:
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Page 1 of 2
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лйсͨтрйͨплмрϝϝϝͨωϕϔϔϋωϚϋϔύϘͨωϕϓнкймΎпйоΗΜϛϏϚϋкΛϏύψϟͥΒсмннл
Thompson Farms
20001
Stillwater Equity Partners
05/18/2020 F Pelton
3:45 6:45
867
1192 5177
12Bottom of Footing 5.011
132
98%
Approximately A.75 and 1.25 of Building 6.
Bottom of Footing
Pit Run
97%
132
5.969
128.3
136
95%
132
4.953
126
132.2
Pit Run
Bottom of Footing
Approximately A.5 and 2.5 of Building 6.
96%
132
5.466
127.1
134.1
Pit Run
Bottom of Footing
Approximately A.25 and 3.75 of Building 6.
97%
132
5.226
128.1
134.8
Pit Run
Bottom of Footing
Approximately A.75 and 3.75 of Building 6.
96%
132
5.152
127
133.6
Pit Run
Bottom of Footing
Approximately C.25 and 3.75 of Building 6.
95%
132
5.72
125
132.2
Pit Run
Bottom of Footing
Approximately C.75 and 3.7 of Building 6.
Digitally signed by Jacob P
Christensen
Date: 2020.05.19 11:43:53 -06'00'
12
10
12
12
12
12
1
129
135Approximately A.25 and 1.25 of Building 6.
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6
7
2
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96%
132
4.701
126.2
132.2
Pit Run
Bottom of Footing
Approximately C.75 and 1.25 of Building 6.
132
99%
4.875
130.1
136.4
Pit Run
Bottom of Footing
Approximately C.25 and 1.25 of Building 6.
132
98%
4.525
128.9
134.8
Pit Run
Bottom of Footing
Approximately C.35 and 2.5 of Building 6.
12
12
12
8
9
10
In Place Density of Soils ASTM D2922 & D3017
Project Name:
Project Number:
Client:
Contractor:
Date:Tested By:
Time Start:Time End:
Instrument ID
Daily Standardization:MS:DS:
Test
Number
Depth: Elevation:% M:
Proctor:
% of
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Test
Number
Test
Number
Test
Number
Test
Number
Test Location:
Elevation:
Material Type:
% of
Proctor:
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Page 1 of 2
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Pass Fail
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FailPass
FailPass
Pass Fail
FailPass
FailPass
FailPass
Test
Number
Test
Number
лйсͨтрйͨплмрϝϝϝͨωϕϔϔϋωϚϋϔύϘͨωϕϓнкймΎпйоΗΜϛϏϚϋкΛϏύψϟͥΒсмннл
Thompson Farms
20001
Stillwater Equity Partners
Hill and Son Excavation
05-15-2020 F Pelton
1:00 PM 5:30 PM
76562
693 2784
4Bottom of Slab 4.6
128
98%
Approximately 1.25 and A.55 of Building 6.
Bottom of Slab
3/4
96%
128
6
122.8
130.2
97%
128
3.5
124.1
128.5
3/4
Bottom of Slab
Approximately 1.25 and A.8 of Building 6.
95%
128
3.9
122
127.7
3/4
Bottom of Slab
Approximately 2 and A.3 of Building 6.
95%
128
4.9
122
127.9
3/4
Bottom of Slab
Approximately 2.4 and A.3 of Building 6.
96%
128
3.5
122.6
126.9
3/4
Bottom of Slab
Approximately 2.4 and A.8 of Building 6.
95%
128
5.3
121.4
127.9
3/4
Bottom of Slab
Approximately 2.65 and A.5 of Building 6.
Digitally signed by Jacob P
Christensen
Date: 2020.05.19 11:41:43 -06'00'
4
BS
BS
4
4
4
1
125
131Approximately 1.25 and A.2 of Building 6.
3/4
5
6
7
2
3
4
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Number
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
Test
Number
95%
128
4.1
121.1
126
3/4
Bottom of Slab
Approximately 2.65 and A.8 of Building 6.
128
96%
3.9
122.3
127.1
3/4
Bottom of Slab
Approximately 3.7 and A.8 of Building 6.
128
95%
4.3
121.9
127.2
3/4
Bottom of Slab
Approximately 3.5 and A.25 of Building 6.
128
95%
4.5
121.3
126.8
3/4
Bottom of Slab
Approximately 3.5 and A.25 of Building 6.
128
95%
4.8
122.2
128
3/4
Bottom of Slab
Approximately 3.8 and A.25 of Building 6.
128
95%
5.4
121.7
128.3
3/4
Bottom of Slab
Approximately 3.8 and A.5 of Building 6.
128
96%
4.5
122.8
128.3
3/4
Bottom of Slab
Approximately 3.2 and B.5 of Building 6.
128
96%
4.7
122.4
128.2
3/4
Bottom of Slab
Approximately 2.5 and B.75 of Building 6.
4
4
4
4
4
4
4
4
8
11
15
9
10
14
13
12