Kingsessing Avenue over SEPTA
Map
Coordinates:
+39.94330, -75.2150039°56'36" N, 75°12'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Kingsessing Avenue over SEPTA |
Structure number: | 000000000039192 |
Old structure number: | 677301008001670 (from 1992 edition) |
Location: | E of 49th Street - 36J01 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Local (Rural) [09] |
Length of largest span: | 73.2 ft. [22.3 m] |
Total length: | 80.1 ft. [24.4 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 64.0 ft. [19.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 31° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1942 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Concrete continuous [2] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2016
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 4,800 [as of 1980] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 71.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $394,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 71.4 |
March 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 71.4 |
March 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 71.4 |
March 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 71.4 |
March 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 71.4 |
March 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 71.4 |
March 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 70.9 |
March 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 74.9 |
March 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 74.9 |
March 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 74.9 |
March 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 73.9 |
March 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 78.7 |
March 1992 | Fair | Good | Satisfactory | Satisfactory | 4800 | 77.7 |
March 1990 | Fair | Good | Satisfactory | Satisfactory | 4800 | 75.7 |