HomeMy WebLinkAboutSOIL DENSITY 10 - 19-00733 - The Grove at Thomson Farms - Hemlock - 30 Unit Bldg 2In 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
Number
Test
Number
Test Location:
Elevation:
Material Type:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
% of
Proctor:
Proctor:
% M:
Dry:
Wet:
Material Type:
Elevation:
Test Location:
Reviewed By:
Remarks:
Depth:
Depth:
Depth:
Depth:
Depth:
Depth:
Pass Fail
нкймΎпйоΗΜϛϏϚϋкΛϏύψϟͥΒсмннл
Dry:
Wet:Test Location:
Material Type:
FailPass
FailPass
Pass Fail
FailPass
FailPass
FailPass
Test
Number
Test
Number
лйсͨтрйͨплмрϝϝϝͨωϕϔϔϋωϚϋϔύϘͨωϕϓ
Thompson Farm Apartments
20001
Still Water Equity
Hill & Sons Excavation
03/13/2020 B Ball
12:00 PM 3:00PM
443
973 1590
81st Lift 12" 6.7
124.9
98%
Building 8 Footing backfill
Line A0.6, 1.9
1st Lift 12"
Pit Run
98%
124.9
6.4
122.1
129.9
99%
124.9
6.1
124
131.7
Pit Run
1st Lift 12"
Building 8 Footing backfill
Line A0.3, 1.4
100%
124.9
6
124.3
131.7
1st Lift 12"
Building 8 Footing backfill
Line A0.5, 1.8
100%
124.9
5.6
124.3
131.3
Pit Run
1st Lift 12"
Building 8 Footing backfill
Line A0.2, 1.3
100%
124.9
6.6
125.4
133.7
Pit Run
1st Lift 12"
Building 8 Footing backfill
Line A0.5, 1.8
97%
124.9
6.2
121.6
129.2
Pit Run
1st Lift 12"
Building 8 Footing backfill
Line A0.7, 1.3
Digitally signed by Jacob P
Christensen
Date: 2020.03.20 08:48:44 -06'00'
When I arrived contractor had already completed compaction effort once. I tested three random locations and
consistently hit between 92-93 percent of a 132.0 proctor. I observed as they applied more compaction effort. I
tested again which resulted in an increase of density of <1.0 percent of proctor. I took a sample of the pit run
material they had stockpiled on site to run a proctor on. The new proctor values are reported on this sheet.
8
8
8
8
8
8
1
122
130.6Building 8 Footing backfill
Line A0.2, 1.7
Pit Run
5
6
7
2
3
4