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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 2012 

Status:Open, no restriction [A]
Average daily traffic:380 [as of 2009]
Truck traffic:10% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:59.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,573,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201259.1Structurally deficientVery GoodVery GoodPoor380
October 201159.1Structurally deficientVery GoodVery GoodPoor380
August 201059.1Structurally deficientVery GoodVery GoodPoor384
July 200959.1Structurally deficientVery GoodVery GoodPoor384
August 200857.2Structurally deficientVery GoodVery GoodPoor509
July 200757.2Structurally deficientVery GoodVery GoodPoor509
October 200657.2Structurally deficientVery GoodVery GoodPoor509
September 200557.2Structurally deficientVery GoodVery GoodPoor509
September 200438.4Structurally deficientGoodVery GoodSerious509
October 200338.4Structurally deficientGoodVery GoodSerious509
September 200239.6Structurally deficientVery GoodVery GoodSerious509
September 200186.5Not deficientVery GoodVery GoodGood509
October 200086.5Not deficientVery GoodVery GoodGood509
October 199986.8Not deficientVery GoodVery GoodGood436
September 199866.0Structurally deficientVery GoodVery GoodPoor200
December 199793.4Not deficientVery GoodGoodSatisfactory200
October 199682.2Not deficientVery GoodSatisfactoryFair200
October 199490.8Not deficientVery GoodSatisfactorySatisfactory200
October 199280.7Not deficientVery GoodSatisfactoryFair200
November 199180.7Not deficientVery GoodSatisfactoryFair200