Sewr line copmpaction test.pdf
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FIELD DENSITY/MOISTURE REPORT
Nuclear Gauge * ASTM D6938
PROJECT:JOB #:
Prestige Care14-0595
ADDRESS:REPORT #:
2100 76th Avenue West, Edmonds, WAFD013
PERMIT #:DATE:
BLD2014-04574/8/2015
CLIENT:PAGE #:
Prestige Care1 of 1
CONTRACTOR:INSPECTOR:
Exxel PacificBen Fox
Compaction Of: Backfill for Sewer Trench on 76th Ave. West
Field Data:
Depth/DT/WetFieldDryCompaction
TestLocation
ElevBSDensityMoistureDensityLab%Pass/
#
(ft)(in)(pcf)(%)(pcf)#AttainedRequiredFail
95
1Middle of Trench, 1 E of Curb-0.5DT/12138.55.1131.8195P
LabMax. DryOptimumRetained
SampleSoil TypeSourceDensityMoistureOn #4Test
#(pcf)(%)(%)Method
1-1989AWGS w/Silt & GravelMenzel Lake Pit138.78.047ASTM D1557
2-0.0None
3-0.0None
Troxler 3440 / 67887743 / 2649
Gauge Make/Model/Serial#:M/D Standard Count:
Comments: Elevations were referenced from curb height.
GeoTest was on-site as requested to perform density testing of the backfill material used for the Sewer
Trench on 76th Ave W. The test attained the required compaction.
COPIES: Exxel Pacific Carletti Architects, P.S. CG Engineering City of Edmonds Building DepartmentReviewed 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.