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RTE I81 over RUSSELL ROAD, TIOUGHNIOG

Map 

Coordinates:
+42.48642, -76.06472
42°29'11" N, 76°03'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I81 over RUSSELL ROAD, TIOUGHNIOG
Structure number:000000001031322
Location:3.4 MI N JCT I81 & SH 221
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:97.8 ft. [29.8 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:1966
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 [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:9,861 [as of 2009]
Truck traffic:30% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:51.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,930,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201451.0Structurally deficientSatisfactoryPoorSatisfactory9861
July 201351.0Structurally deficientSatisfactoryPoorSatisfactory9850
July 201251.0Structurally deficientSatisfactoryPoorSatisfactory9850
August 201067.3Functionally obsoleteGoodFairGood9861
August 200867.3Functionally obsoleteGoodFairGood9861
November 200667.3Functionally obsoleteGoodFairGood9952
October 200466.8Functionally obsoleteGoodFairGood17164
October 200267.3Functionally obsoleteGoodFairGood10119
March 200267.3Functionally obsoleteGoodFairSatisfactory10119
June 199967.3Functionally obsoleteGoodFairSatisfactory10119
May 199751.3Structurally deficientGoodFairPoor7300
June 199550.8Structurally deficientSatisfactoryPoorPoor7300
April 199349.4Structurally deficientSatisfactoryFairPoor15958
April 199151.5Structurally deficientSatisfactorySatisfactoryPoor15958