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5TH STREET over CONRAIL;RICHMOND BRANCH

Map 

Coordinates:
+39.99897, -75.13868
39°59'56" N, 75°08'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:5TH STREET over CONRAIL;RICHMOND BRANCH
Structure number:000000000038829
Old structure number:672003012200000 (from 1992 edition)
Location:NEAR ALLEGHENY AVE3590H01
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:56.1 ft. [17.1 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1918
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete continuous [2]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Posted for load [P]
Average daily traffic:12,532 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:28.9 tons [26.3 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:51.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201451.5Structurally deficientPoorFairSatisfactory12532
July 201250.5Structurally deficientPoorFairSatisfactory12774
July 201051.4Structurally deficientPoorFairSatisfactory12807
July 200851.4Structurally deficientPoorFairSatisfactory12807
April 200852.0Structurally deficientPoorFairSatisfactory10841
July 200652.0Structurally deficientPoorFairSatisfactory10663
November 200551.8Structurally deficientPoorFairSatisfactory10557
July 200451.9Structurally deficientPoorFairSatisfactory10411
July 200356.2Structurally deficientPoorFairSatisfactory10288
May 200256.2Structurally deficientPoorFairSatisfactory10288
January 200251.3Structurally deficientPoorFairSatisfactory17408
January 200069.9Structurally deficientPoorFairSatisfactory17083
January 199872.1Not deficientFairFairGood16566
January 199669.9Not deficientFairFairGood15830
May 199468.6Not deficientFairFairSatisfactory15459
May 199279.1Not deficientFairSatisfactorySatisfactory15186