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RADCLIFFE ST over PGH & OHIO CENTRAL RR

Map

Coordinates:
+40.46111, -80.05444
40°27'40" N, 80°03'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RADCLIFFE ST over PGH & OHIO CENTRAL RR
Structure number:000000000002435
Old structure number:027301000030780 (from 1992 edition)
Location:301078 BT TABOR&STADIUM
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:47.9 ft. [14.6 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:21.3 ft. [6.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:98.8 tons [89.8 metric tons]
Inventory rating:60.8 tons [55.3 metric tons]
Sufficiency rating:74.3
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$53,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201674.3FairGoodGoodSatisfactoryFO3500
September 201474.3GoodGoodGoodGoodFO3500
September 201274.3GoodGoodGoodGoodFO3500
September 201074.3GoodGoodGoodGoodFO3500
September 200874.3GoodGoodGoodGoodFO3500
December 200674.3GoodGoodGoodGoodFO3500
September 200477.3GoodGoodGoodGoodFO3500
October 200278.4GoodGoodGoodGoodFO3500
September 200076.3GoodGoodGoodGoodFO3500
October 199876.3GoodGoodGoodGoodFO3500
October 199677.4GoodGoodGoodGoodFO3500
April 199477.3GoodGoodGoodGoodFO3500
April 199277.3GoodGoodGoodGoodFO3400
April 199077.4GoodVery GoodVery GoodGood-3000