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ODELL AVENUE over SAW MILL RIVER

Map

Coordinates:
+40.96648, -73.87193
40°57'59" N, 73°52'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ODELL AVENUE over SAW MILL RIVER
Structure number:000000002254920
Location:1.7 MI SE HASTINGS ON HU.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:35.8 ft. [10.9 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,358 [as of 2016]
Truck traffic:4% of total traffic
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:71.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,426,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017Fair-SatisfactorySatisfactory135871.7
March 2015FairSatisfactorySatisfactorySatisfactory-92.1
March 2013FairSatisfactorySatisfactorySatisfactory1230887.2
April 2011Fair-SatisfactorySatisfactory1230887.2
March 2009FairSatisfactorySatisfactorySatisfactory1230887.2
March 2007FairSatisfactorySatisfactorySatisfactory1230887.2
March 2005Fair-SatisfactorySatisfactory1230886.2
April 2003Fair-SatisfactorySatisfactory1230886.2
March 2001Fair-SatisfactorySatisfactory1230886.2
August 1999Fair-SatisfactorySatisfactory1230868.6
July 1997Fair-SatisfactoryGood1230868.6
September 1995Fair-FairSatisfactory800058.8
October 1993Poor-FairPoor800043.7
July 1991Poor-FairPoor800046.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.3500350