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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 

Good/Fair/Poor Condition:Good
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201591.9GoodGoodGoodVery GoodFO10517
October 201386.4FairSatisfactoryFairFair-10517
August 201187.9FairSatisfactoryFairFair-20316
September 200988.5FairSatisfactoryFairFair-10065
October 200787.8FairSatisfactoryFairFair-20316
November 200587.8FairSatisfactoryFairSatisfactory-20316
November 200399.4FairSatisfactorySatisfactorySatisfactory-9235
October 200199.4FairGoodGoodSatisfactory-9235
August 199997.4FairSatisfactorySatisfactorySatisfactory-9235
September 199797.4FairGoodSatisfactorySatisfactory-7946
October 199584.1FairSatisfactorySatisfactoryFair-7946
October 199384.0FairSatisfactorySatisfactoryFair-8507
July 199166.8PoorSatisfactoryFairPoorSD8507