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RTE 19 over GENESEE RIVER

Map 

Coordinates:
+42.01526, -77.89490
42°00'55" N, 77°53'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 19 over GENESEE RIVER
Structure number:000000001014900
Location:5.3MI S INTERS RTS 248&19
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:149.9 ft. [45.7 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1990
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: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 2011 

Status:Open, no restriction [A]
Average daily traffic:2,150 [as of 2009]
Truck traffic:9% 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: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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:81.8 tons [74.4 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:94.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,026,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201194.4Not deficientSatisfactoryGoodGood2150
June 200994.3Not deficientSatisfactoryGoodGood2171
June 200794.2Not deficientGoodGoodGood2285
June 200594.4Not deficientGoodGoodGood2139
June 200394.4Not deficientGoodGoodGood2139
May 200194.4Not deficientGoodGoodGood2139
May 199993.7Not deficientGoodGoodGood1997
June 199793.8Not deficientGoodExcellentExcellent1898
June 199595.6Not deficientFairVery GoodVery Good1702
August 199395.6Not deficientFairVery GoodVery Good1702
September 199196.5Not deficientVery GoodVery GoodVery Good1773