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Pine Road over SEPTA (NEWTOWN BRANCH)

Map

Coordinates:
+40.07932, -75.08303
40°04'46" N, 75°04'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:Pine Road over SEPTA (NEWTOWN BRANCH)
Structure number:000000000039247
Old structure number:677301021001940 (from 1992 edition)
Location:Pine Road 18H02
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:47.9 ft. [14.6 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:52.5 ft. [16.0 m]
Vertical clearance below bridge:20.7 ft. [6.3 m]
Skew angle:58°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:8,300 [as of 1983]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:98.8 tons [89.8 metric tons]
Inventory rating:71.8 tons [65.3 metric tons]
Sufficiency rating:60.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$686,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201660.0PoorPoorPoorFairSD8300
June 201460.0PoorPoorPoorFairSD8300
June 201260.0PoorPoorPoorFairSD8300
June 201060.0PoorPoorPoorFairSD8300
June 200860.0PoorPoorPoorFairSD8300
June 200660.0PoorPoorPoorFairSD8300
June 200462.1PoorPoorPoorFairSD8300
June 200264.2PoorPoorPoorFairSD8300
June 200080.6PoorPoorFairSatisfactorySD8300
June 199880.6PoorPoorFairSatisfactorySD8300
June 199681.5PoorPoorFairSatisfactorySD8300
June 199479.4PoorPoorFairFairSD8300
June 199279.4PoorPoorFairFairSD8300
May 199079.4PoorPoorFairFairSD8300