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Engineering.Inc.
Real-World Geotechnical Solutions 14835 SW 72nd 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) July 6,2017
PROJECT NUMBER 3/4"-0 Crushed Rock WEATHER
14-3586 Clear,80s
CLIENT NUCLEAR GAUGE SERIAL# CONTRACTOR
Riverside Homes LLC. 34418 Saunders
PERMIT NUMBER METHOD OF TEST PAGE#
Troxier Gauge/T-99 1 of 1
TEST ELEV FIELD FIELD DENSITY MAX.DRY COMP. COMP. OPTIMUM PASS
TYPE TEST LOCATION (FT) MOIST. WET(PCF) DRY DENSITY SPEC. RESULT MOISTURE LAB ID OR
(PCF) % % % 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
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.