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LR1026HOV ST25+ 45 over NS RAILWAY

Map

Coordinates:
+40.45053, -79.99448
40°27'02" N, 79°59'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201481.9FairSatisfactoryFairFairFO1648
November 201267.9PoorSatisfactoryFairPoorSD1766
November 201065.8PoorFairFairPoorSD2140
November 200865.8PoorFairFairPoorSD2140
November 200666.9PoorFairFairPoorSD1922
November 200459.3PoorFairFairPoorSD2330
November 200259.3PoorFairFairPoorSD2542
November 200059.3PoorFairFairPoorSD2497
November 199882.7FairSatisfactoryFairSatisfactoryFO2405
July 199686.7FairGoodFairGood-2320
November 199497.8FairGoodSatisfactoryGood-2227
February 199397.8GoodGoodGoodGood-2192