SR 1003 over TRIBUTARY PENNS CREEK
Map
Coordinates:
+40.86277, -77.0434140°51'46" N, 77°02'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 1003 over TRIBUTARY PENNS CREEK |
Structure number: | 000000000041828 |
Old structure number: | 541003004000000 (from 1992 edition) |
Location: | 1 MI S OF CENTERVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 117 [as of 2018] |
Truck traffic: | 9% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Very Good | Very Good | Good | 117 | 98.9 |
February 2016 | Good | Very Good | Very Good | Good | 120 | 98.9 |
February 2014 | Good | Very Good | Very Good | Good | 59 | 100.0 |
February 2012 | Good | Very Good | Very Good | Good | 61 | 100.0 |
February 2010 | Good | Very Good | Very Good | Good | 61 | 100.0 |
February 2008 | Good | Very Good | Very Good | Good | 76 | 100.0 |
February 2006 | Good | Very Good | Very Good | Very Good | 74 | 100.0 |
February 2004 | Good | Very Good | Very Good | Very Good | 58 | 100.0 |
February 2003 | Good | Very Good | Very Good | Very Good | 57 | 100.0 |
February 2002 | Poor | - | Serious | Serious | 57 | 41.0 |
February 2001 | Poor | Serious | Serious | Serious | 57 | 35.0 |
February 2000 | Poor | - | Serious | Serious | 59 | 40.0 |
February 1999 | Poor | - | Serious | Serious | 228 | 36.9 |
February 1998 | Poor | - | Serious | Serious | 224 | 36.9 |
February 1997 | Poor | - | Serious | Serious | 220 | 44.4 |
February 1996 | Poor | - | Serious | Serious | 216 | 44.4 |
February 1995 | Poor | - | Serious | Poor | 213 | 44.4 |
February 1994 | Poor | - | Serious | Poor | 210 | 44.4 |
February 1992 | Poor | - | Poor | Poor | 203 | 50.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 295 | 295 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 79 | 79 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 28 | 28 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 87 | 87 | 0 | 0 | 0 |