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113 18 20 22 24 26 28 30 18 20 22 24 26 28 30 Marshall Hammer Air Voids, % Su pe rp av e G yr at or y C om pa ct or e A ir Vo id s, % 10 Gyrations 50 Gyrations 130 Gyrations Figure 13: Comparison of Air Void Contents 1.25.4 Construction Practices No specific construction practices were given. 1.25.5 Maintenance Practices No specific maintenance practices were given. 1.25.6 Rehabilitation Practices No specific rehabilitation practices were given. 1.25.7 Performance No specific performance measures were provided; however, Pasetto indicated that raveling was a problem. 1.25.8 Structural Design No specifics on inclusion within structural design were given. 1.25.9 Limitations No specific limitations were given. 1.26 Spillemaeker, P.E., and P. Bauer. âDevelopment of 0/6 Porous Asphalt.â 2nd Eurasphalt & Eurobitume Congress. Barcelona, Spain. Pp. 553-557. 2000
