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considered adequate (MnDOT, 2016). Additional volumetric lab testing is discussed in Section 3.2 to <br />elaborate on density in asphalt under chip sealed pavements. <br />Table 5. First round of nuclear gauge density tests for locations with available mix design information <br />Location <br />Mix <br />Year <br />Paved <br />Maximum <br />density (pcf) <br />Statistics (% of max density) <br />Standard Deviation <br />Average <br />Woodbury - Newbury Alcove <br />41 Wear <br />1989 <br />154.8* <br />2.7% <br />97.2% <br />Woodbury - Newbury Alcove (CDS) <br />41 Wear <br />1989 <br />155.7* <br />1.9% <br />94.3% <br />Blaine - 93rd Ave East End <br />41A Wear <br />1994 <br />154.1* <br />1.4% <br />90.5% <br />Blaine - 93rd Ave West End <br />41A Wear <br />1995 <br />153.8* <br />1.7% <br />85.3% <br />Brooklyn Park - Louisiana Ave <br />41A Wear <br />1995 <br />152.9* <br />1.9% <br />91.5% <br />Brooklyn Park - Winnetka Ave <br />41A Wear <br />1995 <br />153.6* <br />1.1% <br />93.7% <br />Brooklyn Park - 73rd Ave <br />41A Wear <br />1998 <br />155.3* <br />1.6% <br />90.0% <br />Woodbury - Bridgewater Pkwy <br />41B Wear <br />1998 <br />155.9* <br />2.3% <br />90.4% <br />Inver Grove Heights - Brooks Blvd <br />MVWE35035B <br />2009 <br />154.6 <br />1.3% <br />89.9% <br />*Obtained from lab -batched mix design and not volumetric testing of field core <br />Table 6. Second round of nuclear gauge density tests <br />Location <br />Mix <br />Year <br />Paved <br />Maximum <br />density (pcf) <br />Statistics (% of max density) <br />Standard Deviation <br />Average <br />Woodbury - Dunmore Rd <br />LVWE35030B <br />2005 <br />153.4 <br />1.5% <br />92.9% <br />Woodbury - Evergreen Dr <br />LVWE35035B <br />2006 <br />152.9 <br />1.6% <br />96.7% <br />22 <br />