SR 0080 EBL over OVER S.R. 11 SBL

Map

Coordinates:
+41.03499, -76.33881
41°02'06" N, 76°20'20" W

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

Name:	SR 0080 EBL over OVER S.R. 11 SBL
Structure number:	000000000012509
Old structure number:	190080240400000 `(from 1992 edition)`
Location:	2.5 MILES W OF BERWICK
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	71.9 ft. `[21.9 m]`
Total length:	75.1 ft. `[22.9 m]`
Roadway width between curbs:	56.4 ft. `[17.2 m]`
Deck width edge-to-edge:	58.4 ft. `[17.8 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	40°
Owner:	State Highway Agency `[01]`
Year built:	1964
Year reconstructed:	1990
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	16,065 `[as of 2017]`
Truck traffic:	31% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 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:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	95.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Good	Very Good	Satisfactory	16065	95.2
February 2015	Fair	Good	Very Good	Satisfactory	15403	95.2
February 2013	Fair	Good	Very Good	Satisfactory	15097	95.2
February 2011	Fair	Good	Very Good	Satisfactory	15502	95.2
February 2009	Fair	Good	Very Good	Satisfactory	15835	96.0
February 2007	Fair	Satisfactory	Very Good	Satisfactory	17724	96.0
February 2005	Fair	Satisfactory	Very Good	Satisfactory	16836	96.0
February 2003	Fair	Satisfactory	Very Good	Satisfactory	15698	96.0
February 2001	Fair	Satisfactory	Very Good	Satisfactory	15011	96.0
February 1999	Fair	Satisfactory	Very Good	Satisfactory	15251	96.0
February 1997	Fair	Satisfactory	Very Good	Satisfactory	12992	96.0
February 1995	Fair	Good	Very Good	Satisfactory	13475	96.0
February 1993	Fair	Good	Very Good	Satisfactory	12763	94.0
February 1991	Fair	Very Good	Very Good	Satisfactory	12348	94.0

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	688	688	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,426	5,426	0	0	0
Wearing Surfaces	sq. ft.	5,175	5,175	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	166	160	6	0	0
Bearings
Elastomeric Bearing	each	20	10	10	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	143	143	0	0	0