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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:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 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 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,177 [as of 2015]
Truck traffic:9% 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:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:81.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$44,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201581.5FairExcellentSatisfactoryFair-6177
May 201379.4FairExcellentSatisfactoryFairFO6114
May 201179.4FairExcellentSatisfactoryFairFO6100
May 200979.4FairExcellentSatisfactoryFairFO6114
June 200790.0FairExcellentSatisfactorySatisfactoryFO7571
July 200584.0GoodExcellentVery GoodVery Good-7044
April 200385.6GoodExcellentVery GoodVery Good-5138
April 200185.6GoodExcellentExcellentVery Good-5138
October 199985.7GoodVery GoodVery GoodVery Good-5026
November 199792.0GoodVery GoodVery GoodVery Good-5082
March 19974.0FairFairFair-SD5082
August 19954.0FairFairFair-SD5082
September 19945.0FairFairFair-SD11084
August 199249.3FairFairSatisfactoryFairFO5082
May 199029.9PoorFairSatisfactoryPoorSD5050