Compation for EZ valve.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, WAFD014
PERMIT #:DATE:
BLD2014-04574/29/2015
CLIENT:PAGE #:
Prestige Care1 of 1
CONTRACTOR:INSPECTOR:
Exxel PacificJustin Brooks
Compaction Of: Waterline Valve Backfill in Roadway
Field Data:
Depth/DT/WetFieldDryCompaction
TestLocation
ElevBSDensityMoistureDensityLab%Pass/
#
(ft)(in)(pcf)(%)(pcf)#AttainedRequiredFail
95
11 East of WL Valve Cap0.668141.47.5131.5195P
LabMax. DryOptimumRetained
SampleSoil TypeSourceDensityMoistureOn #4Test
#(pcf)(%)(%)Method
1-1989AWGS w/Silt & GravelMenzel Lake138.78.047ASTM D1557
2-0.0None
3-0.0None
Troxler/3440/19500631/1821
Gauge Make/Model/Serial#:M/D Standard Count:
Comments: GeoTest Services was on site as requested by the client to test the compaction of import
crushed rock used as backfill above and around a waterline valve on 210th St. Southwest at the
intersection and 76th Avenue West.
All tests met the compaction requirements.
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.