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FIELD DENSITY/MOISTURE REPORT
Nuclear Gauge * ASTM D6938
PROJECT: 3204 R Ave JOB #: 21-0223
ADDRESS: 3204 R Ave, Anacortes, WA REPORT #: FDO01
PERMIT #: DATE: 1/20/2021
CLIENT: Landed Gentry Development PAGE #: 1 of 1
CONTRACTOR: Landed Gentry Development INSPECTOR: Larry Nichols
Compaction Of: Building Pad Subgrade Backfill
Field Data:
Test
#
Location
Depth/
Elev
(ft)
DT/
BS
(in)
Wet
Density
(pcf)
Field
Moisture
(%)
Dry
Density
(pcf)
Lab
#
Compaction
%
Pass/
Fail
- eEl1=
1
Center of Lot
-2
-12
146.3
6.5
137.3
1
99
95
P
2
Southeast Corner
-2
-12
143.0
7.2
133.4
1
96
95
P
3
Northeast Corner
-2
-12
142.5
6.5
133.8
1
96
95
P
4
Northwest Corner
-2
-12
141.3
6.9
132.2
1
95
95
P
Lab
Sample
#
Soil Type
Source
Max. Dry
Density
(pcf)
Optimum
Moisture
(%)
Retained
On #4
(%)
Test
Method
1-NA
PGS with Gravel
Miles S&G Boulder Hill Pit (IS-93)
138.9
6.4
41
ASTM D1557/D4718
2-
0.0
None
3-
0.0
None
Gauge Make/Model/Serial#: InstroTek/3500/3505 M/D Standard Count: 405/2926 Calibration Date: 2/22/2020
Comments: GeoTest was on -site, as requested, to perform in -place density testing at the above locations.
All tests attained the required compaction results on this date. The contractor was notified of the
results prior to leaving the site.
Proctor was provided by the client.
COPIES: art@landedgentry.com Reviewed by
This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc.
The above test results relate only to the sample (or location) tested.