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MONKEY RUN ROAD over GOLDSMITH CREEK

Map 

Coordinates:
+42.10365, -76.75571
42°06'13" N, 76°45'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MONKEY RUN ROAD over GOLDSMITH CREEK
Structure number:000000003331780
Location:2.7 MI E OF ELMIRA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:27°
Owner:County Highway Agency [02]
Year built:1976
Year reconstructed:1999
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:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:138 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
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 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:86.6 tons [78.7 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:88.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$190,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201588.4FairGoodGoodSatisfactory-138
May 201388.4FairGoodGoodSatisfactory-138
May 201188.4FairGoodGoodSatisfactory-140
May 200997.0FairGoodGoodSatisfactory-81
May 200797.0FairVery GoodExcellentSatisfactory-94
June 200597.0FairVery GoodExcellentSatisfactory-94
June 200397.0GoodExcellentExcellentGood-94
June 200196.9GoodExcellentExcellentGood-94
June 199997.9GoodExcellentExcellentExcellent-90
June 199849.9PoorFairSeriousSatisfactorySD90
July 199749.6PoorSatisfactoryPoorSeriousSD90
July 199650.4PoorFairPoorSeriousSD90
May 199542.3PoorFairPoorSeriousSD120
April 199443.8PoorFairPoorSeriousSD120
May 199343.8PoorFairSeriousSeriousSD120
March 199260.9PoorFairPoorPoorSD120
May 199158.9PoorFairPoorPoorSD120