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Table 8. Average calculated coefficients of permeability from laboratory permeability testing according to ASTM <br />PS 129-01 <br />Permeability, K Permeability, K <br />20 <br />Location <br />(10-5 cm/sec) (10-5 cm/sec) <br />Blaine - 93rd Ave East End 0.8 0.6 <br />Blaine - 93rd Ave West End 1 0.8 <br />Brooklyn Park 73rd Ave 10.7 7.8 <br />Brooklyn Park - Louisiana Ave 0 0 <br />Brooklyn Park - Winnetka Ave 0 0 <br />Burnsville - 134th St 3.1 2.3 <br />Burnsville - Heritage Cir Area 0.4 0.3 <br />Burnsville - Knob Hill Area 0.4 0.3 <br />Cottage Grove - Hyde Ave S 0.2 0.2 <br />Cottage Grove - Ingberg Trl S 3.5 2.5 <br />Cottage Grove - Jensen Ave 6.9 5 <br />Inver Grove Heights - Brooks Blvd 0 0 <br />Osseo 8th Ave SE 4 2.9 <br />Sibley County CSAH 9 North Portion 0 0 <br />Sibley County CSAH 9 South Portion 0 0 <br />Woodbury - Bridgewater 0.3 0.2 <br />Woodbury - Newbury Alcove Cul de sac (Unsealed) 0 0 <br />Woodbury - Newbury Alcove Straight Portion 0 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 /> <br />