Anderson Street Bridge (Hackensack River) (English Wikipedia)

Analysis of information sources in references of the Wikipedia article "Anderson Street Bridge (Hackensack River)" in English language version.

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  • "Archived copy". Archived from the original on 2017-10-18. Retrieved 2017-06-03.{{cite web}}: CS1 maint: archived copy as title (link)
  • East Anderson Street Bridge (02C0023A) over the Hackensack River (PDF). FY 2020 Study and Development Program (Report). North Jersey Transportation Planning Authority. 2019. Archived from the original (PDF) on October 20, 2020. The existing bridge is a twin six-span, simply supported structure with a total length of 302'-2". The total width of the bridge is 74'-0". The bridge was constructed in 1971 and carries four (4) 12-foot lanes between curbs bounded by 5-foot wide sidewalks on both sides. The bridge has a 10' wide medium which contains a 5' wide utility bank between the two structures providing for separate eastbound and westbound roadways. The bridge replaced an existing swing span structure. The superstructure consists of 11 adjacent prestressed concrete box beams overlaid with an asphalt wearing course. There is cracking in the grout joints between the adjacent units resulting in reflective cracks in the wearing surface, eventually causing corrosion of the non-prestressed and prestressed reinforcement. The bridge has a sufficiency rating of 23.0.

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  • "Uglybridges.com - East Anderson Street Bridge, Bergen County, New Jersey". Retrieved 19 February 2016.

web.archive.org

  • "Teaneck Public Library". Archived from the original on 3 March 2016. Retrieved 22 February 2016.
  • "Archived copy". Archived from the original on 2017-10-18. Retrieved 2017-06-03.{{cite web}}: CS1 maint: archived copy as title (link)
  • East Anderson Street Bridge (02C0023A) over the Hackensack River (PDF). FY 2020 Study and Development Program (Report). North Jersey Transportation Planning Authority. 2019. Archived from the original (PDF) on October 20, 2020. The existing bridge is a twin six-span, simply supported structure with a total length of 302'-2". The total width of the bridge is 74'-0". The bridge was constructed in 1971 and carries four (4) 12-foot lanes between curbs bounded by 5-foot wide sidewalks on both sides. The bridge has a 10' wide medium which contains a 5' wide utility bank between the two structures providing for separate eastbound and westbound roadways. The bridge replaced an existing swing span structure. The superstructure consists of 11 adjacent prestressed concrete box beams overlaid with an asphalt wearing course. There is cracking in the grout joints between the adjacent units resulting in reflective cracks in the wearing surface, eventually causing corrosion of the non-prestressed and prestressed reinforcement. The bridge has a sufficiency rating of 23.0.