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4 I tikes.. <br /> Materials Testing & Consulting, Inc. Aw <br /> T 7- <br /> Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �'" a a co;do60# <br /> New Everett Family YMCA - 18B210 - IPD-Soil Compaction: Report #D203001 <br /> CLIENT YMCA of Snohomish County DATE 04/04/2019 <br /> PROJECT LOCATION 4750 Colby Avenue Everett WA PERMIT# <br /> Inspection Information: <br /> Inspection Date: Time Onsite: 10:45 Weather j Clear,60s <br /> 04/04/2019 AM Conditions: , <br /> Inspection Performed: I IPD-Soil Compaction 1 <br /> Field Data: <br /> Work/Location: 1 NW Sidewalk subgrade i Gauge Standard MS: 1392 <br /> Equipment ID&Serial#: ;Instrotek 3500,Ser.#1241 !Gauge Standard DS: '2800 <br /> Test Samples: <br /> Sample#:Description:Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: <br /> 1.B18-0684 JiNative SM 11 125.4 JI;OM@8.3% _.. _1 <br /> TEST METHOD ® ASTM D-1557/AASHTO T-180 <br /> In Place Density Test Results (ASTM D-6938): <br /> Test Mode/ Location of Test Elev. Wet Dens. Dry Dens. Moist% Sample %Comp. %Regd. <br /> # Depth # <br /> 1 i 8 ,Colby+25W it FG E 128.1 '1 120.2 E 6 6 it 1 95.9 95 <br /> 2 1 8 :Colby+60W FG El 125.2 119.9 L 4.4 - 1 9 6 95 i <br /> 3 ' 8 ,,Colby+100W FG 11- 122.9 11 119.7 M11 2.7 .i,._ 1 95.5 95 1 <br /> ;;Colby+130W FG 125.2 t__,120.4_I 4 1 96 95 <br /> 5 I 8 1Rucker+100E FG 123.8 �I 120.8... .. 2 5 , 1 _j 96.3 {.-�95 <br /> mow. __----._ ,�- - _.._._. __ ._, <br /> 6 8 ,Rucker+60E 1i FG ;i 126.1 123 2.5 �L 1 ji 98.1 { 95 <br /> 7 1 8 jEncker+30E ,; FG j 125.8 sr 121.8 (E�3.3 1 , 97 1 <br /> 8 I 8 1'Rucker+40N FG _a 125.8 ji 121.8 1j 3 3 li ii 1 h___97.1 L 95 � <br /> 9 8 1Itucker+70N ,iFGI, 128.2 / 124.6 ;I 2.9 11 1 ;l 99.4 , 95 <br /> 10 1 81Rucker+100N _ 11 <br /> FG li 129.4 11 123.7 11 4.6 _ 1 al.-98.6 11 95 I <br /> 11 t_ 8 . :Rucker+130N. .. _.. 11 FG _.__.il.. 127.2 L 120.1 _lb_._._5.9 j 1 Is.} 95.8 11_ 95_ <br /> 12 8 `1 Rucker+170N _ FG- .-126.1 , 124 _j 1 7 1 -1,'-- <br /> I 98 9 95 <br /> _._._. 4___,._� __.__ _-_.._._._ � .,' ---- _ _._„_-__. -=.�-.__:tee �..____.___ <br /> 13 y 8 -j;Rucker+210N 1 FG-.l! 127.3 I! 123.6 3 i i 1 98.6 (I 95 I <br /> ® Native Soils Soils consistent with Proctor O Yes 0 No <br /> 0 Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes 0 No <br /> compaction <br /> Contractor notified of results O Yes 0 No <br /> Remarks: <br /> MTC arrived on site to perform in place density tests on native soil under sidewalk subgrade. Sidewalk rounds the <br /> 'northwestern corner of the site from(48th St SE&Rucker Ave)to(47th St SE&Colby Ave).Native soil had-2"of <br /> crushed gravel placed and compacted.Placement and compaction were conducted prior to MTC arrival. <br /> I MTC took tests at regular intervals along the sidewalk,with periodic verbal status reports given to an overseeing <br /> I contractor.Tests yielded passing compaction results.The soil was found to be firm and unyielding. <br /> Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 <br /> Regional Offices: Olympia Bellingham Silverdale Tukwila <br /> 360.534.9777 360.647.6111 360.698.6787 206.241.1974 <br /> Visit our website: www.mtc-inc.net ___ <br /> '')''') <br /> New Everett Family YMCA-18B210,04/04/2019,#D20300 ,Page 1 of 2 <br />