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RAMP E over BEECHWOOD BLVD

Map 

Coordinates:
+40.42888, -79.93169
40°25'44" N, 79°55'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP E over BEECHWOOD BLVD
Structure number:000000000002753
Old structure number:028008075000000 (from 1992 edition)
Location:SQUIRREL HILL INTERCHANGE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:38.1 ft. [11.6 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:62°
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:15,815 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:65.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201565.5Not deficientGoodGoodGood15815
September 201368.6Not deficientGoodGoodGood7254
September 201166.5Not deficientGoodGoodGood13028
September 200986.1Not deficientGoodGoodGood49
September 200786.1Not deficientGoodGoodGood49
September 200589.9Functionally obsoleteGoodGoodGood48
September 200389.9Functionally obsoleteGoodGoodGood47
September 200189.9Functionally obsoleteGoodGoodGood45
September 199989.9Functionally obsoleteGoodGoodGood44
September 199787.9Functionally obsoleteGoodGoodGood42
September 199586.8Functionally obsoleteGoodGoodGood40