Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Concreted-Rock Slope Protection Along Santiago Canyon Road, Route 1279 Between 2.3 Miles West of Silverado Canyon Road, and 2.2 Miles North of Live Oak Canyon Road, Orange County, California
The project proposes construction of concreted-rock slope protection for roadway embankments at four locations along FAS Route 1279. In addition, a concreted-rock lined channel and apron and some minor filling will be performed at a fifth location. The five sites are located between 2.3 miles west of Silverado Canyon Road and 2.2 miles north of Live Oak Canyon Road in unincorporated territory of Orange County, California. The roadway embankments at the five proposed construction sites are highly vulnerable to water erosion. The slope protection proposed by this project should prevent future erosive damage to these embankments and to adjacent slopes. The need for costly maintenance should be eliminated, inconvenience and safety hazards to motorists resulting from roadway washouts would be reduced or eliminated, and accessibility by emerging vehicles during disaster periods would be assured. In addition, future growth of natural vegetation at Location No. 5 will enhance the aesthetics of this site.
Concreted-Rock Slope Protection Along Santiago Canyon Road, Route 1279 Between 2.3 Miles West of Silverado Canyon Road, and 2.2 Miles North of Live Oak Canyon Road, Orange County, California
The project proposes construction of concreted-rock slope protection for roadway embankments at four locations along FAS Route 1279. In addition, a concreted-rock lined channel and apron and some minor filling will be performed at a fifth location. The five sites are located between 2.3 miles west of Silverado Canyon Road and 2.2 miles north of Live Oak Canyon Road in unincorporated territory of Orange County, California. The roadway embankments at the five proposed construction sites are highly vulnerable to water erosion. The slope protection proposed by this project should prevent future erosive damage to these embankments and to adjacent slopes. The need for costly maintenance should be eliminated, inconvenience and safety hazards to motorists resulting from roadway washouts would be reduced or eliminated, and accessibility by emerging vehicles during disaster periods would be assured. In addition, future growth of natural vegetation at Location No. 5 will enhance the aesthetics of this site.
Concreted-Rock Slope Protection Along Santiago Canyon Road, Route 1279 Between 2.3 Miles West of Silverado Canyon Road, and 2.2 Miles North of Live Oak Canyon Road, Orange County, California
1973
14 pages
Report
Keine Angabe
Englisch
Landslide Mitigation at Eden Canyon Road in Alameda County, California
British Library Conference Proceedings | 2011
|Reconstruction of Canyon road, Oregon
Engineering Index Backfile | 1928
|Deepwater canyon slope stability
British Library Conference Proceedings | 2002
|