ASHBURNER STREET over INTERSTATE 95
Map
Coordinates:
+40.03756, -75.0119440°02'15" N, 75°00'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | ASHBURNER STREET over INTERSTATE 95 |
Structure number: | 000000000038647 |
Old structure number: | 670095031000560 (from 1992 edition) |
Location: | NR.TORRESDALE INTE3482J05 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 167.0 ft. [50.9 m] |
Roadway width between curbs: | 44.3 ft. [13.5 m] |
Deck width edge-to-edge: | 66.6 ft. [20.3 m] |
Vertical clearance below bridge: | 17.1 ft. [5.2 m] |
Skew angle: | 18° |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Year reconstructed: | 2010 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,050 [as of 1980] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 102.7 tons [93.4 metric tons] |
Inventory rating: | 60.8 tons [55.3 metric tons] |
Sufficiency rating: | 93.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $381,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2016 | 93.1 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 13050 |
February 2014 | 92.1 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 13050 |
February 2012 | 92.1 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 13050 |
February 2010 | 62.7 | Poor | Satisfactory | Satisfactory | Poor | - | 13050 |
February 2008 | 63.7 | Poor | Satisfactory | Satisfactory | Poor | SD | 13050 |
March 2006 | 80.2 | Fair | Satisfactory | Satisfactory | Fair | - | 13050 |
April 2004 | 58.2 | Fair | Satisfactory | Satisfactory | Fair | FO | 13050 |
February 2002 | 58.2 | Fair | Satisfactory | Satisfactory | Fair | FO | 13050 |
August 1999 | 69.5 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 13050 |
August 1997 | 88.0 | Fair | Satisfactory | Good | Satisfactory | - | 13050 |
September 1995 | 79.8 | Fair | Satisfactory | Good | Satisfactory | FO | 13050 |
January 1994 | 79.8 | Fair | Satisfactory | Good | Satisfactory | FO | 13050 |
January 1992 | 78.8 | Fair | Fair | Good | Satisfactory | FO | 13050 |