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Lycoming Street over CONRAIL (Richmond Br)

Map 

Coordinates:
+40.01513, -75.15077
40°00'54" N, 75°09'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Lycoming Street over CONRAIL (Richmond Br)
Structure number:000000000039269
Old structure number:677301099003190 (from 1992 edition)
Location:W. of BROAD STREET
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:69.9 ft. [21.3 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete continuous [2]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:900 [as of 1980]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:81.8 tons [74.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:52.7
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201552.7Structurally deficientFairPoorPoor900
June 201352.7Structurally deficientFairPoorPoor900
June 201152.7Structurally deficientFairPoorPoor900
June 200952.7Structurally deficientFairPoorPoor900
June 200752.7Structurally deficientFairPoorPoor900
June 200552.6Structurally deficientFairPoorPoor900
June 200356.6Structurally deficientFairPoorPoor900
June 200156.6Structurally deficientFairPoorPoor900
June 199956.6Structurally deficientFairPoorPoor900
June 199756.6Structurally deficientFairPoorPoor900
June 199555.8Structurally deficientFairPoorPoor900
June 199355.8Structurally deficientFairPoorPoor900
June 199148.8Structurally deficientSeriousPoorPoor900