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03-03-2017-edmonds-way-multi-family-development-15b109-ipd-soil-compaction-report-d38561.pdfMaterials Testing & Consulting, Inc. 1,� N Grodlnkal Fagimt � A Convulting • Special Impretkrl • 111at1�ials Te, Z 0 Envirnnmrnl.11 C anallim F.aswwmdAnlotiwmSiam Hitt I At Edmonds Way Multi Family Development - 1513109 - IPD-Soil Compaction: Report #D38561 CLIENT C & S Construction DATE 03/03/2017 PROJECT LOCATION 23220 Edmonds Way PERMIT # Edmonds WA Inspection Information: Inspection Date: 03/03/2017 Time Onsite: 9:15 am Weather Conditions: Sunny 70 Inspection Performed: IPD-Soil Compaction Field Data: Work / Location: Trench backfill, Edmonds way sewer tie in Gauge Standard MS: 773 Equipment ID & Serial #: Instrotek 3500, Ser. #1241 Gauge Standard DS: 2280 Test Samples: Sample #: Description: Proctor Value(pcf): Optimum Moisture and Oversize Rock Correction: 1. 15-0337 5/8" CSTC 138.1 7.9% (17% RC) TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test # Mode / Location of Test Elev. Wet Dens. Dry Dens. Moist % Sample # % Comp. % Regd. Depth 1 12 north F141.3 132.1 7� 1� 95.7 95 ❑ Native Soils Soils consistent with Proctor O Yes O No ® Imported Fills Soils found to be firm and stable; and to the best of our O Yes O No knowledge, meet compaction Contractor notified of results O Yes O No Remarks: MTC onsite to assess compaction of trench backfill material used as roadway subgrade. All compaction efforts were concluded in July 2015, prior to paving. The contractor provided access to the subgrade by cutting a pothole 3' north of the sidewalk. Nuclear density tests yielded passing results (>95% of lab results). There was no scaling, potholes or other damage to asphalt indicating suitable subgrade. This report rectifies discrepancies reported on 6/26/15 in report #D35886. Fg - final grade Images: Al a./w �. +A .. awl 1. r rw ..� .aww.r. rrwr A. r •ram 1.�r..•a •. r.l�•,•� rM M a�rwAr•. /l qw nr �M�•e1 M...rr..� �.r.., s dMw, r,c anal" � I rA1laa�a.wMYw �.�ahw ra�l�wwpn.raw.�•rMT va•rw-10 a 24011 . 2012 10I6f•r1•lr TC.u•/ a C•••rlrur. let All ryN• ru•rrN. Corporate • 777 Chrysler Drive • Burlington. WA $3233 • P►one 360.7115.1990 • Fox 364.755.1980 XW Region 21 IS Black (.ale Blvd S W • Ol)mpla. WA 98312 • Phone 360.334.9777 • Fax 360.534.9779 N% ReRlon 905 Dupont Strcct, Suite 5 • Bellingham. WA 99225 • Phone 360.647.6061 • Fax 360.647.3111 Visit our website: aww_mtc iec_net Edmonds Way Multi Family Development-15B109, 0310312017, #D38561, Page 1 of 2 Materials Testing & Consulting, Inc. Geotedlnkol Fagiweeriat A Conw*ing o Special Isnpettkrs • Mate►ials Te+ene 0 Fnvn,rnmenl.d Owmalinc •il UPLOADED: 03/03/2017 13 :04:00 Image 1. Test location, pothole, and trench REPORTED BY: Chad Stellern REVIEWED BY: Raymond McNamara, Project Manager 41..Iw w1...n ..w�r.•.....�....w.w ..w• A.•a..�l..•..•a•...l�•,•�rM M.irww.../lgw.r�►..r�ww...rr..yr.rnr.I dMw. rc�.���r Or ��IwiMs•M.wwWw. i.�.hw.a�s�wwr�.raw.•J �alr�v•••w nn./ C 2e09 - 2012 MHulol• 10H66/ l C•••YIUes. IM 411 rllb•• ru•r•N. Corporate • 777 Chrysler Drive • Burlington. WA $3233 • P►one 360.755.1990 • Fox 364.755.1980 XW Region 2119 Black Lake Blvd S K' • 01)mpla. WA 98312 • Phone 360.334.9777 • Fax 360.534.9779 Si" Region 903 Dupont Strccl. Suite S • Bellingham. WA 99225 • Phone 360.647.6061 • Fax 360.647.3111 Visit our website: www_mtc iec_nct Edmonds Way Multi Family Development-15B109, 0310312017, #D38561, Page 2 of 2