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62nd Street over AMTRAK (NE Corridor)

Map 

Coordinates:
+39.92667, -75.22870
39°55'36" N, 75°13'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:62nd Street over AMTRAK (NE Corridor)
Structure number:000000000039168
Old structure number:677301006203250 (from 1992 edition)
Location:S.PASCHALL AVE. 36G04
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:61.0 ft. [18.6 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Vertical clearance above deck:29.5 ft. [9.0 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1910
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 1980]
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:71.8 tons [65.3 metric tons]
Inventory rating:37.8 tons [34.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:78.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201478.8Structurally deficientPoorFairFair4000
January 201278.8Structurally deficientPoorFairFair4000
January 201078.8Structurally deficientPoorFairFair4000
January 200878.8Structurally deficientPoorFairFair4000
January 200661.4Structurally deficientPoorFairFair4000
January 200461.4Structurally deficientPoorFairFair4000
January 200263.4Structurally deficientPoorSatisfactoryFair4000
January 200063.4Structurally deficientPoorSatisfactoryFair4000
January 199863.4Structurally deficientPoorSatisfactoryFair4000
January 199683.6Structurally deficientPoorSatisfactoryFair4000
January 199483.6Structurally deficientPoorSatisfactoryFair4000
January 199278.6Structurally deficientPoorSatisfactoryFair4000
January 199078.6Structurally deficientPoorSatisfactoryFair4000