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GEOTEST <br />1.888.251.5276 <br />Bellingham I Arlington I Oak Harbor <br />www.geotest-inc.com <br />FIELD DENSITY/MOISTURE REPORT <br />Nuclear Gauge * ASTM D6938 <br />PROJECT: <br />ADDRESS: <br />PERMIT #: <br />CLIENT: <br />CONTRACTOR: <br />Compaction Of: <br />Field Data: <br />Seaway Transit Center JOB #: 17-0316 <br />Seaway Boulevard and 75th Street SW, Everett, WA REPORT #: FD030 <br />DATE: 6/7/2019 <br />Interwest Construction PAGE #: 1 of 3 <br />Interwest Construction INSPECTOR: Suzie Miller <br />Roadway Subgrade <br />Test <br /># <br />Location <br />Depth/ <br />Elev <br />(ft) <br />DT/ <br />BS <br />(in) <br />Wet <br />Density <br />(pcf) <br />Field <br />Moisture <br />(%) <br />Dry <br />Density <br />(pcf) <br />Lab <br /># <br />Compaction <br />% <br />Pass/ <br />Fail <br />iF - . <br />= <br />1 <br />See Figure 2 <br />-0.5 <br />DT/6 <br />141.2 <br />7.0 <br />131.9 <br />1 <br />96 <br />95 <br />P <br />2 <br />See Figure 2 <br />-0.5 <br />BS <br />138.1 <br />5.7 <br />130.6 <br />1 <br />95 <br />95 <br />P <br />3 <br />See Figure 1 <br />-0.5 <br />BS <br />138.8 <br />5.3 <br />131.8 <br />1 <br />96 <br />95 <br />P <br />Lab <br />Sample <br /># <br />Soil Type <br />Source <br />Max. Dry <br />Density <br />(pcf) <br />Optimum <br />Moisture <br />N <br />Retained <br />On #4 <br />N <br />Test <br />Method <br />1-9106 <br />CSBC <br />Cemex- Everett <br />137.4 <br />6.6 <br />52 <br />ASTM D 1 557/D4718 <br />2- <br />0.0 <br />None <br />3- <br />0.0 <br />1 <br />None <br />Gauge Make/Model/Serial#: Troxler/3440/29778 <br />M/D Standard Count: 682/1706 <br />Comments: GeoTest was onsite, as requested to provide in -place density testing at the above <br />location. <br />The existing 42" wide asphalt along the east side of Seaway Boulevard was ground to the <br />depth of 6". On the east side, this exposed CSBC (crushed surfacing base course) that had <br />been previously placed. The CSBC was compacted with a plate compactor and a HAMM <br />double drum vibrating roller. All tests met compaction requirements. <br />COPIES: chads@interwest.biz, dan.jerome@commtrans.org, dusting@interwest.biz, george.dragseth@perteet.com ;r° Reviewed by <br />This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. <br />The above test results relate only to the sample (or location) tested. <br />