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Rigid Pavement Design. Contraction Joint Spacing
A study was made of the effect on riding quality of variation in contraction joint spacing and in skew angle of joints to the centerline on a section of Interstate 10 in Santa Rosa County (West Florida). Nine sections, each one half mile in length, were constructed in 1967, and included sections with standard 20-foot spacing, with two types of irregular spacing, with perpendicular transverse joints, and with a skew of approximately 2 feet in 12 feet. The study extended over a period of seven and one half years from completion of construction in June 1967.
Rigid Pavement Design. Contraction Joint Spacing
A study was made of the effect on riding quality of variation in contraction joint spacing and in skew angle of joints to the centerline on a section of Interstate 10 in Santa Rosa County (West Florida). Nine sections, each one half mile in length, were constructed in 1967, and included sections with standard 20-foot spacing, with two types of irregular spacing, with perpendicular transverse joints, and with a skew of approximately 2 feet in 12 feet. The study extended over a period of seven and one half years from completion of construction in June 1967.
Rigid Pavement Design. Contraction Joint Spacing
W. B. Stelzenmuller (Autor:in)
1975
34 pages
Report
Keine Angabe
Englisch
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