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BENJAMIN ROAD over N BR NEWTOWN CRK

Map 

Coordinates:
+42.23631, -76.76026
42°14'11" N, 76°45'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BENJAMIN ROAD over N BR NEWTOWN CRK
Structure number:000000003332110
Location:2.0 MI N OF SULLIVANVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:17.7 ft. [5.4 m]
Owner:County Highway Agency [02]
Year built:1946
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:109 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Meets minimum tolerable limits to be left in place as is [4]
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 conditions; field review indicates action is required. [4]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:29.6 tons [26.9 metric tons]
Sufficiency rating:54.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$570,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201654.0PoorFairPoorPoorSD109
June 201554.0PoorFairPoorPoorSD105
June 201453.3PoorFairPoorFairSD105
July 201356.2PoorFairFairPoorSD101
July 201256.2PoorFairFairPoorSD110
June 201156.2PoorFairFairPoorSD110
June 201057.5PoorFairFairPoorSD108
May 200858.2PoorFairFairPoorSD125
May 200658.2PoorFairFairPoorSD132
May 200559.2PoorSatisfactoryFairPoorSD132
May 200458.2PoorFairFairPoorSD132
May 200259.2PoorSatisfactoryFairPoorSD65
June 200159.2PoorSatisfactoryFairPoorSD65
May 200059.2PoorSatisfactoryFairPoorSD65
June 199944.2PoorGoodPoorSeriousSD65
July 199844.2PoorGoodPoorSeriousSD65
May 199759.2PoorSatisfactorySatisfactoryPoorSD65
June 199645.2PoorFairFairSeriousSD65
May 199543.6PoorPoorFairSeriousSD80
May 199444.6PoorFairFairSeriousSD80
June 199344.6PoorFairFairSeriousSD80
April 199244.6PoorFairFairSeriousSD80
June 199144.6PoorFairFairSeriousSD80