Report (63)0 F-7 5S
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Real -World Geotechnical Solutions 14835 SW 72"d Avenue Tel (503) 598-8445
Investigation - Design - Construction Support Portland, Oregon 97224 Fax (503) 941-9281
DENSITY TEST DATA SHEET
PROJECT
SOIL DESCRIPTION
DATE
Walnut Ridge
(Baker Resources)
3/4"- 0 Crushed Rock
July 6, 2017
PROJECT NUMBER
WEATHER
14-3586
LAB ID
Clear, 80s
CLIENT
NUCLEAR GAUGE SERIAL #
CONTRACTOR
Riverside Homes LLC.
34418
Saunders
PERMIT NUMBER
METHOD OF TEST
PAGE #
13.7
Troxler Gauge / T-99
1 of 1
nPE
TEST LOCATION
EFS
FIELD
MOIST.
FIELD DENSITY
(PCF)
WET DRY
MAX. DRY
DENSITY
(PCF)
COMP.
SPEC,
%
COMP.
RESULT
%
OPTIMUM
MOISTURE
%
LAB ID
PASS
OR
FAIL
SF
Lot 4 - wall backfill at patio area
FG
5.4
127.0
120.5
124.4
95
96.9
13.7
P16-228
P
4
TEST TYPE: LF = Lot Fill SF = Structural Fill ST = Sanitary Trench DT = Storm Trench WT = Water Trench RF = Roadway Fill
RW = Retaining Wall Backfill PS = Pavement Subgrade BC = Base Course FT = Franchise Trench
REMARKS:
GeoPacific was onsite to conduct nuclear density testing of base rock for the short retaining wall at the back of Lot 4.
The wall backfill appears to sit under a planned patio area. The wall appears properly constructed and the backfill
adequately compacted.
TESTED BY: Eric Merritt REVIEWED BY:
Information contained herein pertains to materials tested/inspected only. The fact that any particular work has been observed or tested does not waive the
contractor's responsibility for the means and methods of construction, job site safety, or to comply with the contract documents. This information
contained herein should be considered preliminary until review by the project engineer.