Share:

HOMER AVE over DRY CREEK

Map 

Coordinates:
+42.60689, -76.18597
42°36'25" N, 76°11'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOMER AVE over DRY CREEK
Structure number:000000002207830
Location:CITY OF CORTLAND
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:33.8 ft. [10.3 m]
Total length:34.8 ft. [10.6 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:163.1 ft. [49.7 m]
Skew angle:32°
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:4,201 [as of 2015]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:87.9 tons [79.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:83.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,402,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201583.8Not deficient---4201
June 201391.4Not deficient---2662
June 201181.7Functionally obsolete---5400
June 200981.7Functionally obsolete---5443
June 200783.8Not deficient---4355
June 200583.8Not deficient---4355
July 200383.8Not deficient---4355
July 200183.8Not deficient---4355
July 199981.7Functionally obsolete---5279
June 199781.7Functionally obsolete---5279
July 199594.0Not deficient---2000
June 199394.0Not deficient---2000
June 199194.0Not deficient---2000