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RAMP A over SR 0051, RAMP C

Map 

Coordinates:
+40.43100, -80.02814
40°25'52" N, 80°01'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP A over SR 0051, RAMP C
Structure number:000000000002807
Old structure number:028037025000530 (from 1992 edition)
Location:BEHIND FORT PITT GARAGE
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:87.9 ft. [26.8 m]
Total length:379.9 ft. [115.8 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:2015
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:5
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:14,786 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:76.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201576.4Not deficientGoodSatisfactoryGood14786
October 201376.4Functionally obsoleteGoodSatisfactorySatisfactory14786
October 201182.9Functionally obsoleteGoodSatisfactorySatisfactory9415
October 200981.2Functionally obsoleteGoodSatisfactorySatisfactory13482
October 200881.2Functionally obsoleteGoodSatisfactorySatisfactory13482
October 200749.7Structurally deficientFairPoorPoor13482