SR 0080 EBL over OVER S.R. 11 SBL
Map
Coordinates:
+41.03499, -76.3388141°02'06" N, 76°20'20" W
Facts
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] |
Latest Available Inspection: February 2017
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 |
Previous Inspections
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 |
Element Data
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 |