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LR1026HOV ST25+ 45 over NS RAILWAY

Map 

Coordinates:
+40.45053, -79.99448
40°27'02" N, 79°59'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LR1026HOV ST25+ 45 over NS RAILWAY
Structure number:000000000002044
Old structure number:026579002000000 (from 1992 edition)
Location:NORTH SIDE OF VETERANS BR
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:107.9 ft. [32.9 m]
Total length:1856.1 ft. [565.7 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:19
Main spans material:Prestressed concrete continuous [6]
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:1,648 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:73.8 tons [67.1 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201481.9Functionally obsoleteSatisfactoryFairFair1648
November 201267.9Structurally deficientSatisfactoryFairPoor1766
November 201065.8Structurally deficientFairFairPoor2140
November 200865.8Structurally deficientFairFairPoor2140
November 200666.9Structurally deficientFairFairPoor1922
November 200459.3Structurally deficientFairFairPoor2330
November 200259.3Structurally deficientFairFairPoor2542
November 200059.3Structurally deficientFairFairPoor2497
20000.0Not applicable---138
November 199882.7Functionally obsoleteSatisfactoryFairSatisfactory2405
July 199686.7Not deficientGoodFairGood2320
November 199497.8Not deficientGoodSatisfactoryGood2227
February 199397.8Not deficientGoodGoodGood2192