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SPRUCE & DOCK STR. over I-95; RAMP NX; RAMP XN

Map 

Coordinates:
+39.94500, -75.14333
39°56'42" N, 75°08'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SPRUCE & DOCK STR. over I-95; RAMP NX; RAMP XN
Structure number:000000000038564
Old structure number:672150001000000 (from 1992 edition)
Location:PENN'S LANDING TUN.3590H9
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:701.8 ft. [213.9 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1976
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:3,670 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:63.8 tons [58.0 metric tons]
Sufficiency rating:96.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201496.7Not deficientSatisfactorySatisfactorySatisfactory3670
June 201296.2Not deficientSatisfactorySatisfactorySatisfactory4488
June 201097.3Not deficientSatisfactorySatisfactorySatisfactory2826
June 200897.3Not deficientSatisfactorySatisfactorySatisfactory2820
May 200694.2Functionally obsoleteSatisfactorySatisfactorySatisfactory2780