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RTE 20A over BEARDS CREEK

Map 

Coordinates:
+42.77681, -77.86027
42°46'37" N, 77°51'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 20A over BEARDS CREEK
Structure number:000000001016190
Location:1.8 MI W JCT RTS 20A & 63
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:125.0 ft. [38.1 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Owner:State Highway Agency [01]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 2011 

Status:Open, no restriction [A]
Average daily traffic:6,100 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:94.8 tons [86.2 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$19,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201179.4Functionally obsoleteExcellentSatisfactoryFair6100
May 200979.4Functionally obsoleteExcellentSatisfactoryFair6114
June 200790.0Functionally obsoleteExcellentSatisfactorySatisfactory7571
July 200584.0Not deficientExcellentVery GoodVery Good7044
April 200385.6Not deficientExcellentVery GoodVery Good5138
April 200185.6Not deficientExcellentExcellentVery Good5138
October 199985.7Not deficientVery GoodVery GoodVery Good5026
November 199792.0Not deficientVery GoodVery GoodVery Good5082
March 19974.0Structurally deficientFairFair-5082
August 19954.0Structurally deficientFairFair-5082
September 19945.0Structurally deficientFairFair-11084
August 199249.3Functionally obsoleteFairSatisfactoryFair5082
May 199029.9Structurally deficientFairSatisfactoryPoor5050