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RIVER ROAD EB over REALL CREEK

Map

Coordinates:
+43.11608, -75.21285
43°06'58" N, 75°12'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVER ROAD EB over REALL CREEK
Structure number:000000001002352
Location:.2 MI S JCT SH 5 & SH921
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:18.0 ft. [5.5 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:17°
Owner:City or Municipal Highway Agency [04]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,278 [as of 2014]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:76.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$548,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 10727876.6
May 2015Good7 out of 10748276.5
May 2013Good7 out of 10701876.6
June 2011Good7 out of 10577076.6
June 2009Good7 out of 10577076.6
July 2007Good7 out of 10577076.6
June 2005Good7 out of 10577077.7
May 2003Good7 out of 10577076.6
May 2001Good7 out of 10577077.6
May 1999Good7 out of 10577075.6
April 1997Fair5 out of 10577065.6
May 1995Fair6 out of 10577077.4
April 1993Fair5 out of 10577066.3
March 1991Fair5 out of 10695967.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.150150000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.80404000
Steel Protective Coatingsq. ft.54603232230
Deck
Reinforced Concrete Slabsq. ft.1,9001,45045000
Wearing Surfacessq. ft.1,46001,1503100