CHESTER AVENUE over SEPTA
Map
Coordinates:
+39.94374, -75.2171639°56'37" N, 75°13'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CHESTER AVENUE over SEPTA |
Structure number: | 000000000040742 |
Old structure number: | 673023005016670 (from 1992 edition) |
Location: | WEST 49TH STREET 3589 F10 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 51.8 ft. [15.8 m] |
Total length: | 54.1 ft. [16.5 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 47.6 ft. [14.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 31° |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,761 [as of 2018] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 95.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 2761 | 95.2 |
August 2016 | Good | Good | Good | Good | 2777 | 95.2 |
August 2014 | Good | Good | Good | Good | 2821 | 95.2 |
August 2012 | Good | Good | Good | Good | 3163 | 95.1 |
August 2010 | Good | Good | Good | Good | 3171 | 95.1 |
August 2008 | Good | Good | Very Good | Good | 3171 | 95.1 |
August 2006 | Good | Good | Very Good | Good | 7636 | 93.8 |
August 2004 | Good | Good | Excellent | Very Good | 7456 | 93.8 |
July 2002 | Good | Good | Excellent | Very Good | 7368 | 97.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 629 | 623 | 4 | 2 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,565 | 2,413 | 150 | 2 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 179 | 166 | 12 | 1 | 0 |
Joints |
Compression Joint | linear ft. | 152 | 150 | 2 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 108 | 108 | 0 | 0 | 0 |