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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:19.7 ft. [6.0 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 2014 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:60.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201460.0Structurally deficientPoorPoorFair8300
June 201260.0Structurally deficientPoorPoorFair8300
June 201060.0Structurally deficientPoorPoorFair8300
June 200860.0Structurally deficientPoorPoorFair8300
June 200660.0Structurally deficientPoorPoorFair8300
June 200462.1Structurally deficientPoorPoorFair8300
June 200264.2Structurally deficientPoorPoorFair8300
June 200080.6Structurally deficientPoorFairSatisfactory8300
June 199880.6Structurally deficientPoorFairSatisfactory8300
June 199681.5Structurally deficientPoorFairSatisfactory8300
June 199479.4Structurally deficientPoorFairFair8300
June 199279.4Structurally deficientPoorFairFair8300
May 199079.4Structurally deficientPoorFairFair8300