Street crossings compaction.pdf
741 Marine Drive, Bellingham, WA 98225www.geotest-inc.com
20611 67th Ave. NE. Unit A. Arlington, WA 98223
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FIELD DENSITY/MOISTURE REPORT
Nuclear Gauge * ASTM D6938
PROJECT:JOB #:
Prestige Care14-0595
ADDRESS:REPORT #:
2100 76th Avenue West, Edmonds, WAFD004
PERMIT #:DATE:
12/15/2014
CLIENT:PAGE #:
Prestige Care1 of 1
CONTRACTOR:INSPECTOR:
Exxel PacificBen Fox
Compaction Of: Crushed Surfacing Top Course for Waterline Trench Crossing
Field Data:
Depth/DT/WetFieldDryCompaction
TestLocation
ElevBSDensityMoistureDensityLab%Pass/
#
(ft)(in)(pcf)(%)(pcf)#AttainedRequiredFail
95
16" Waterline Trench, 15 E of Curb-0.5DT/12136.25.1129.8195P
95
21" Water Service, 10 E of Curb-0.5DT/12138.66.6130.1195P
95
34" Waterline Trench, 7 E of Curb-1DT/12140.27.4130.5195P
LabMax. DryOptimumRetained
SampleSoil TypeSourceDensityMoistureOn #4Test
#(pcf)(%)(%)Method
1-5989CSTCSmokey Point Concrete137.26.236ASTM D1557
2-0.0None
3-0.0None
Troxler 3440 / 604 / 2349
Gauge Make/Model/Serial#:M/D Standard Count:
Comments: GeoTest was on-site as requested to perform density testing of the CSTC used for trench
backfill for the three waterline trenches at the north end of the site on 76th Ave NE.
All tests 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.