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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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201588.4Not deficientGoodGoodSatisfactory138
May 201388.4Not deficientGoodGoodSatisfactory138
May 201188.4Not deficientGoodGoodSatisfactory140
May 200997.0Not deficientGoodGoodSatisfactory81
May 200797.0Not deficientVery GoodExcellentSatisfactory94
June 200597.0Not deficientVery GoodExcellentSatisfactory94
June 200397.0Not deficientExcellentExcellentGood94
June 200196.9Not deficientExcellentExcellentGood94
June 199997.9Not deficientExcellentExcellentExcellent90
June 199849.9Structurally deficientFairSeriousSatisfactory90
July 199749.6Structurally deficientSatisfactoryPoorSerious90
July 199650.4Structurally deficientFairPoorSerious90
May 199542.3Structurally deficientFairPoorSerious120
April 199443.8Structurally deficientFairPoorSerious120
May 199343.8Structurally deficientFairSeriousSerious120
March 199260.9Structurally deficientFairPoorPoor120
May 199158.9Structurally deficientFairPoorPoor120