Adam, V., Shah, S. C., & Arena, P. J. (1963). Compaction of asphaltic concrete pavement with high intensity pneumatic roller : part I (Report No. Research Report No. 10). Louisiana. Department of Highways. https://rosap.ntl.bts.gov/view/dot/22086
Adam, Verdi, S. C. Shah, and Philip J. Arena. Compaction of asphaltic concrete pavement with high intensity pneumatic roller : part I. Report no. Research Report No. 10. Louisiana. Department of Highways, 1963. https://rosap.ntl.bts.gov/view/dot/22086.
Adam, Verdi, et al. Compaction of asphaltic concrete pavement with high intensity pneumatic roller : part I. Louisiana. Department of Highways, 1963, Report no. Research Report No. 10, ROSA P. https://rosap.ntl.bts.gov/view/dot/22086.
The purpose of this investigation was to:
;
1) Determine the magnitude of the compactive effort and the umber of passes required in the field to obtain optimum density using a high intensity pneumatic roller.
;
2) Effect a correlation between the field and the laboratory compactive effort utilizing different methods of compaction.
;
3) Establish the optimum degree of laboratory compaction and design criterion for high intensity rollers as based on the rate and degree of densification obtained under traffic.
Adam, V., Shah, S. C., & Arena, P. J. (1963). Compaction of asphaltic concrete pavement with high intensity pneumatic roller : part I (Report No. Research Report No. 10). Louisiana. Department of Highways. https://rosap.ntl.bts.gov/view/dot/22086
Adam, Verdi, S. C. Shah, and Philip J. Arena. Compaction of asphaltic concrete pavement with high intensity pneumatic roller : part I. Report no. Research Report No. 10. Louisiana. Department of Highways, 1963. https://rosap.ntl.bts.gov/view/dot/22086.
Adam, Verdi, et al. Compaction of asphaltic concrete pavement with high intensity pneumatic roller : part I. Louisiana. Department of Highways, 1963, Report no. Research Report No. 10, ROSA P. https://rosap.ntl.bts.gov/view/dot/22086.
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