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WEIDRICK ROAD over GENESEE RIVER

Map 

Coordinates:
+42.10073, -77.93898
42°06'03" N, 77°56'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEIDRICK ROAD over GENESEE RIVER
Structure number:000000002254400
Location:1.5 MI S OF WELLSVILLE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:99.7 ft. [30.4 m]
Total length:102.7 ft. [31.3 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:16.7 ft. [5.1 m]
Owner:Town or Township Highway Agency [03]
Year built:1953
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2011 

Status:Open, no restriction [A]
Average daily traffic:1,120 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:32.9 tons [29.9 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:51.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$412,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201151.2Functionally obsoleteVery GoodFairSatisfactory1120
April 200951.2Functionally obsoleteVery GoodFairSatisfactory1126
April 200750.9Functionally obsoleteVery GoodFairSatisfactory1952
April 200645.0Structurally deficientVery GoodPoorSatisfactory1952
September 200555.4Functionally obsoleteVery GoodFairSatisfactory1952
August 200355.4Not deficientVery GoodFairSatisfactory1952
September 200154.3Not deficientVery GoodFairSatisfactory1536
September 199954.3Not deficientVery GoodFairSatisfactory1536
October 199754.7Not deficientVery GoodFairSatisfactory560
August 199555.7Not deficientVery GoodSatisfactoryFair560
September 199424.5Structurally deficientPoor-Poor560
October 199324.5Structurally deficientPoor-Poor560
September 199233.7Structurally deficientPoorSeriousPoor560
October 199133.7Structurally deficientPoorSeriousPoor560