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Table 8. Average calculated coefficients of permeability from laboratory permeability testing according to ASTM <br />PS 129-01 <br />Location <br />Permeability, K <br />(10-5 cm/sec) <br />Permeability, K20 <br />(10-5 cm/sec) <br />Blaine - 93rd Ave East End <br />0.8 <br />0.6 <br />Blaine - 93rd Ave West End <br />1 <br />0.8 <br />Brooklyn Park 73rd Ave <br />10.7 <br />7.8 <br />Brooklyn Park - Louisiana Ave <br />0 <br />0 <br />Brooklyn Park - Winnetka Ave <br />0 <br />0 <br />Burnsville - 134th St <br />3.1 <br />2.3 <br />Burnsville - Heritage Cir Area <br />0.4 <br />0.3 <br />Burnsville - Knob Hill Area <br />0.4 <br />0.3 <br />Cottage Grove - Hyde Ave S <br />0.2 <br />0.2 <br />Cottage Grove - Ingberg Trl S <br />3.5 <br />2.5 <br />Cottage Grove - Jensen Ave <br />6.9 <br />5 <br />Inver Grove Heights - Brooks Blvd <br />0 <br />0 <br />Osseo 8th Ave SE <br />4 <br />2.9 <br />Sibley County CSAH 9 North Portion <br />0 <br />0 <br />Sibley County CSAH 9 South Portion <br />0 <br />0 <br />Woodbury - Bridgewater <br />0.3 <br />0.2 <br />Woodbury - Newbury Alcove Cul de sac (Unsealed) <br />0 <br />0 <br />Woodbury - Newbury Alcove Straight Portion <br />0 <br />0 <br />3.2.5 Overview of tensile strength ratio testing <br />As the results of TSR tests are sometimes used to infer long-term behavior of asphalt in terms of <br />stripping, the results of these tests are relevant to this study. For this project material obtained from the <br />roadway cores was heated and re -compacted at 7% and 11% air voids and TSR tests were performed on <br />27 <br />