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GSP SB over PENN READING SEASHORE RR

Map 

Coordinates:
+39.23500, -74.66667
39°14'06" N, 74°40'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GSP SB over PENN READING SEASHORE RR
Structure number:360231S
Location:2.75 M NE OF RTS9&50 JCT
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:39.0 ft. [11.9 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Skew angle:33°
Owner:State Toll Authority [31]
Year built:1954
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:14,170 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:41.7 tons [37.9 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201596.8Not deficientSatisfactoryGoodSatisfactory14170
June 201396.8Not deficientSatisfactoryGoodSatisfactory13885
June 201198.6Not deficientGoodGoodGood13611
June 200998.8Not deficientGoodGoodGood13345
June 200798.8Not deficientGoodGoodGood13083
July 200594.6Functionally obsoleteVery GoodGoodGood12327
July 200394.7Functionally obsoleteVery GoodGoodGood12085
July 200194.5Functionally obsoleteVery GoodGoodGood12085
July 199992.5Functionally obsoleteVery GoodGoodGood11965
July 199795.6Not deficientVery GoodGoodGood11730
July 199595.8Not deficientVery GoodGoodGood11730
July 199395.1Not deficientGoodGoodGood11250
July 199195.1Not deficientGoodGoodGood11250