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RTE 253 over GENESEE RIVER

Map 

Coordinates:
+43.02963, -77.72325
43°01'47" N, 77°43'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 253 over GENESEE RIVER
Structure number:000000001043440
Location:RT 253 OVER GENESEE RIVER
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:119.8 ft. [36.5 m]
Total length:253.9 ft. [77.4 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:59.7 ft. [18.2 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1976
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: April 2011 

Status:Open, no restriction [A]
Average daily traffic:5,700 [as of 2009]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:96.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,209,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201196.8Not deficientSatisfactoryGoodGood5700
April 200995.8Not deficientFairGoodSatisfactory5699
May 200797.0Not deficientSatisfactoryGoodGood5319
July 200596.8Not deficientSatisfactoryGoodGood5719
July 200397.9Not deficientSatisfactoryGoodGood5719
June 200197.9Not deficientSatisfactoryGoodGood5584
August 199998.1Not deficientVery GoodVery GoodVery Good5160
July 199798.0Not deficientGoodGoodSatisfactory5328
September 199597.0Not deficientFairSatisfactorySatisfactory5328
November 199378.5Functionally obsoleteSatisfactorySatisfactorySatisfactory5110
October 199167.0Functionally obsoleteSatisfactorySatisfactoryFair5254