ASHBURNER STREET over INTERSTATE 95

Map

Coordinates:
+40.03865, -75.00890
40°02'19" N, 75°00'32" 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:	16.4 ft. `[5.0 m]`
Skew angle:	18°
Owner:	State Highway Agency `[01]`
Year built:	1965
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]`
Sufficiency rating:	93.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$381,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2016	Fair	Satisfactory	Satisfactory	Satisfactory	13050	93.1
February 2014	Fair	Satisfactory	Satisfactory	Satisfactory	13050	92.1
February 2012	Fair	Satisfactory	Satisfactory	Satisfactory	13050	92.1
February 2010	Poor	Satisfactory	Satisfactory	Poor	13050	62.7
February 2008	Poor	Satisfactory	Satisfactory	Poor	13050	63.7
March 2006	Fair	Satisfactory	Satisfactory	Fair	13050	80.2
April 2004	Fair	Satisfactory	Satisfactory	Fair	13050	58.2
February 2002	Fair	Satisfactory	Satisfactory	Fair	13050	58.2
August 1999	Fair	Satisfactory	Satisfactory	Satisfactory	13050	69.5
August 1997	Fair	Satisfactory	Good	Satisfactory	13050	88.0
September 1995	Fair	Satisfactory	Good	Satisfactory	13050	79.8
January 1994	Fair	Satisfactory	Good	Satisfactory	13050	79.8
January 1992	Fair	Fair	Good	Satisfactory	13050	78.8

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,606	806	800	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	11,056	11,056	0	0	0
Wearing Surfaces	sq. ft.	6,988	6,988	0	0	0
Substructure
Reinforced Concrete Column	each	4	2	2	0	0
Reinforced Concrete Abutment	linear ft.	164	134	30	0	0
Reinforced Concrete Pier Cap	linear ft.	64	63	0	1	0
Joints
Strip Seal Joint	linear ft.	210	210	0	0	0
Bearings
Movable Bearing	each	20	10	10	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Fixed Bearing	each	20	20	0	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	332	332	0	0	0