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RTE 86I over NORFOLK SOUTHERN RR, PAR

Map 

Coordinates:
+42.02319, -76.65899
42°01'23" N, 76°39'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 86I over NORFOLK SOUTHERN RR, PAR
Structure number:000000001061351
Location:3 MILES SE OF LOWMAN
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:125.0 ft. [38.1 m]
Total length:1113.9 ft. [339.5 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:9
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:10,517 [as of 2014]
Truck traffic:21% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:54.2 tons [49.3 metric tons]
Inventory rating:32.5 tons [29.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,882,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201591.9Functionally obsoleteGoodGoodVery Good10517
October 201386.4Not deficientSatisfactoryFairFair10517
August 201187.9Not deficientSatisfactoryFairFair20316
September 200988.5Not deficientSatisfactoryFairFair10065
October 200787.8Not deficientSatisfactoryFairFair20316
November 200587.8Not deficientSatisfactoryFairSatisfactory20316
November 200399.4Not deficientSatisfactorySatisfactorySatisfactory9235
October 200199.4Not deficientGoodGoodSatisfactory9235
August 199997.4Not deficientSatisfactorySatisfactorySatisfactory9235
September 199797.4Not deficientGoodSatisfactorySatisfactory7946
October 199584.1Not deficientSatisfactorySatisfactoryFair7946
October 199384.0Not deficientSatisfactorySatisfactoryFair8507
July 199166.8Structurally deficientSatisfactoryFairPoor8507