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Osseo - 1st St. SE SPWEA240(R) 2015 152.8 1.3% 93.0% <br />Osseo - 3rd Ave. NE SPWEA240(R) 2015 152.8 1.4% 92.0% <br />Osseo - 3rd St. NE SPWEA240(R) 2015 152.8 1.3% 91.3% <br />Osseo - 4th St. NE SPWEA240(R) 2015 152.8 1.1% 97.1% <br />Osseo - 5th Ave. NE SPWEA240(R) 2015 152.8 0.9% 92.8% <br />Osseo - 6th Ave. NE SPWEA240(R) 2015 152.8 1.2% 92.9% <br />Osseo - 7th St. NE SPWEA240(R) 2015 152.8 1.1% 92.6% <br />Osseo - E. Broadway SPWEA240(R) 2015 152.8 1.2% 92.6% <br />*Obtained from lab-batched mix design and not volumetric testing of field core <br />3.2 SUMMARY OF LABORATORY DATA <br />As with the field data, laboratory data is summarized in the body of the final report. The following <br />appendices record the laboratory data in full: <br />Appendix B, Volumetric testing and summary properties <br />Appendix C, Fracture energy testing <br />Appendix D, Lab permeability testing <br />Appendix E, Hamburg wheel tracking testing <br />Appendix G, Tensile strength ratio testing <br />Appendix J, Hamburg test photographs <br />3.2.1 Volumetric testing of asphalt samples <br />Table 7 summarizes the results of volumetric tests conducted on samples collected from 18 locations <br />considered in the study. Six samples were tested for each location. Chapter 3 details the testing and <br />calculations involved in the development of Table 7. The average air void content across all samples was <br />5.5 percent, and over 60 percent of tested samples had air void contents between 5 and 8 percent. <br /> <br />24 <br /> <br />