Share:

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:17.7 ft. [5.4 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 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:12,420 [as of 2016]
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]
Sufficiency rating:51.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$643,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201651.5PoorPoorFairSatisfactorySD12420
June 201451.5PoorPoorFairSatisfactorySD12532
July 201250.5PoorPoorFairSatisfactorySD12774
July 201051.4PoorPoorFairSatisfactorySD12807
July 200851.4PoorPoorFairSatisfactorySD12807
April 200852.0PoorPoorFairSatisfactorySD10841
July 200652.0PoorPoorFairSatisfactorySD10663
November 200551.8PoorPoorFairSatisfactorySD10557
July 200451.9PoorPoorFairSatisfactorySD10411
July 200356.2PoorPoorFairSatisfactorySD10288
May 200256.2PoorPoorFairSatisfactorySD10288
January 200251.3PoorPoorFairSatisfactorySD17408
January 200069.9PoorPoorFairSatisfactorySD17083
January 199872.1FairFairFairGood-16566
January 199669.9FairFairFairGood-15830
May 199468.6FairFairFairSatisfactory-15459
May 199279.1FairFairSatisfactorySatisfactory-15186