A field test was conducted during the construction of a continuously reinforced concrete pavement to study the effect of vibration on portland cement concrete pavements. Research parameters included three vibrator frequencies. One eccentric weight and five paver speeds. Preliminary analysis is indicated that the range of paver speeds studied had no noticeable effect on the densities. No significant effect of vibration on the strength of concrete was found. However, from the paving machine used on this project vibration frequency of 9,000 IPM produced the highest density. The degree of vibration had no significant effect on the entrained air content. The vibration effort studied on this project produced no evidence of segregation.

  • Supplemental Notes:
    • Proceeding of the American Concrete Institute Annual Meeting: Roadways and Airport Pavements, San Francisco, California, March 30-April 5, 1974,
  • Corporate Authors:

    American Concrete Institute

    P.O. Box 19150, Redford Station, 22400 Seven Mile Road
    Detroit, MI  United States  48219
  • Authors:
    • Teng, TCP
  • Publication Date: 1975

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00165229
  • Record Type: Publication
  • Source Agency: Engineering Index
  • Report/Paper Numbers: Paper SP 5106 Proceeding
  • Files: TRIS
  • Created Date: Mar 29 1978 12:00AM