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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 />Statistics (% of max density) <br />Year Maximum <br />Location Mix <br />Paved density (pcf) <br />Standard Deviation Average <br />Woodbury - Newbury Alcove 41 Wear 1989 154.8* 2.7% 97.2% <br />Woodbury - Newbury Alcove (CDS) 41 Wear 1989 155.7* 1.9% 94.3% <br />Blaine - 93rd Ave East End 41A Wear 1994 154.1* 1.4% 90.5% <br />Blaine - 93rd Ave West End 41A Wear 1995 153.8* 1.7% 85.3% <br />Brooklyn Park - Louisiana Ave 41A Wear 1995 152.9* 1.9% 91.5% <br />Brooklyn Park - Winnetka Ave 41A Wear 1995 153.6* 1.1% 93.7% <br />Brooklyn Park - 73rd Ave 41A Wear 1998 155.3* 1.6% 90.0% <br />Woodbury - Bridgewater Pkwy 41B Wear 1998 155.9* 2.3% 90.4% <br />Inver Grove Heights - Brooks Blvd MVWE35035B 2009 154.6 1.3% 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 />Statistics (% of max density) <br />Year Maximum <br />Location Mix <br />Paved density (pcf) <br />Standard Deviation Average <br />Woodbury - Dunmore Rd LVWE35030B 2005 153.4 1.5% 92.9% <br />Woodbury - Evergreen Dr LVWE35035B 2006 152.9 1.6% 96.7% <br />22 <br /> <br />