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.
- Prepared in cooperation with Florida State Dept. of Transportation, Tallahassee.
Gainesville, FL USA 32602
Washington, DC USA 20590
- Stelzenmuller, W B
- Publication Date: 1975-7
- Pagination: 34 p.
- TRT Terms: Concrete pavements; Construction joints; Contraction joints; Design; Expansion joints; Joints (Engineering); Pavement design; Portland cement; Riding qualities; Rigid pavements; Skewed structures; Spacing
- Uncontrolled Terms: Design criteria; Joint spacing; Skew angle
- Geographic Terms: Florida
- Old TRIS Terms: Control joints
- Subject Areas: Design; Highways; Materials; Pavements;
- Accession Number: 00094406
- Record Type: Publication
- Source Agency: National Technical Information Service
- Report/Paper Numbers: RR-190 Final Rpt., FHWA/RD-75-0394
- Files: TRIS, USDOT, STATEDOT
- Created Date: Apr 21 1977 12:00AM