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RAMP-A RD over P&LE RR

Map 

Coordinates:
+40.43455, -79.99728
40°26'04" N, 79°59'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP-A RD over P&LE RR
Structure number:000000000002813
Old structure number:028039025000000 (from 1992 edition)
Location:OFF RMP.A TO W.CARSON ST.
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:169.0 ft. [51.5 m]
Total length:935.1 ft. [285.0 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance below bridge:41.3 ft. [12.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1997
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:10
Main spans material:Steel [3]
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:4,149 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:52.8 tons [48.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$5,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201492.3Functionally obsoleteFairGoodSatisfactory4149
April 201290.0Functionally obsoleteVery GoodVery GoodSatisfactory12497
April 201090.0Functionally obsoleteVery GoodVery GoodSatisfactory12583
April 200890.0Functionally obsoleteVery GoodVery GoodSatisfactory12583
April 200690.1Functionally obsoleteVery GoodVery GoodGood12383
April 200471.9Not deficientVery GoodVery GoodGood12115
April 200278.6Not deficientVery GoodVery GoodGood11806
April 200078.6Not deficientVery GoodVery GoodVery Good11597
April 199878.7Not deficientVery GoodVery GoodVery Good11392
April 199643.3Structurally deficientPoorSatisfactoryPoor10778
April 199443.6Structurally deficientPoorSatisfactoryPoor10349
April 199243.8Structurally deficientPoorSatisfactoryPoor10186