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COUNCIL HOUSE RD over GENESEE RIVER

Map 

Coordinates:
+42.40120, -78.15431
42°24'04" N, 78°09'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNCIL HOUSE RD over GENESEE RIVER
Structure number:000000002214490
Location:1 MI NORTH OF CANEADEA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:119.8 ft. [36.5 m]
Total length:310.7 ft. [94.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:33°
Owner:Town or Township Highway Agency [03]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans 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: July 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:414 [as of 2012]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:79.2 tons [72.0 metric tons]
Inventory rating:47.4 tons [43.1 metric tons]
Sufficiency rating:58.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$107,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201658.9PoorVery GoodVery GoodPoorSD414
July 201459.1PoorVery GoodVery GoodPoorSD382
July 201259.1PoorVery GoodVery GoodPoorSD380
October 201159.1PoorVery GoodVery GoodPoorSD380
August 201059.1PoorVery GoodVery GoodPoorSD384
July 200959.1PoorVery GoodVery GoodPoorSD384
August 200857.2PoorVery GoodVery GoodPoorSD509
July 200757.2PoorVery GoodVery GoodPoorSD509
October 200657.2PoorVery GoodVery GoodPoorSD509
September 200557.2PoorVery GoodVery GoodPoorSD509
September 200438.4PoorGoodVery GoodSeriousSD509
October 200338.4PoorGoodVery GoodSeriousSD509
September 200239.6PoorVery GoodVery GoodSeriousSD509
September 200186.5GoodVery GoodVery GoodGood-509
October 200086.5GoodVery GoodVery GoodGood-509
October 199986.8GoodVery GoodVery GoodGood-436
September 199866.0PoorVery GoodVery GoodPoorSD200
December 199793.4FairVery GoodGoodSatisfactory-200
October 199682.2FairVery GoodSatisfactoryFair-200
October 199490.8FairVery GoodSatisfactorySatisfactory-200
October 199280.7FairVery GoodSatisfactoryFair-200
November 199180.7FairVery GoodSatisfactoryFair-200