ASHBURNER STREET over INTERSTATE 95

Map

Coordinates:
+40.03756, -75.01194
40°02'15" N, 75°00'43" W

Source: National Bridge Inventory
Information not verified. Use at your own risk.

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]`

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

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