US13 over CASHIE RIVER
Map
Coordinates:
+36.02454, -76.9561836°01'28" N, 76°57'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US13 over CASHIE RIVER |
Structure number: | 000000000150051 |
Old structure number: | 000000000015051 (from 1992 edition) |
Location: | 0.5MI.N.JCT SR1301 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 61.0 ft. [18.6 m] |
Total length: | 188.0 ft. [57.3 m] |
Roadway width between curbs: | 35.1 ft. [10.7 m] |
Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,800 [as of 2013] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Very Good | Good | 6800 | 95.0 |
June 2016 | Good | Good | Very Good | Good | 6800 | 95.0 |
July 2014 | Good | Very Good | Very Good | Good | 6800 | 95.0 |
June 2012 | Poor | Poor | Poor | Poor | 7400 | 35.8 |
June 2010 | Poor | Poor | Poor | Poor | 6300 | 36.0 |
August 2008 | Poor | Poor | Poor | Poor | 5800 | 36.2 |
December 2006 | Poor | Fair | Poor | Fair | 5800 | 41.2 |
July 2004 | Poor | Fair | Poor | Fair | 5800 | 41.2 |
September 2002 | Poor | Fair | Poor | Fair | 5800 | 43.2 |
September 2000 | Poor | Fair | Poor | Fair | 5800 | 43.2 |
September 1998 | Poor | Fair | Poor | Fair | 5500 | 43.3 |
September 1996 | Poor | Fair | Poor | Fair | 5000 | 44.8 |
September 1994 | Poor | Fair | Poor | Fair | 5000 | 30.1 |
September 1992 | Fair | Fair | Fair | Fair | 5300 | 34.3 |
September 1990 | Poor | Fair | Poor | Fair | 4200 | 47.3 |
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 Girder/Beam | linear ft. | 930 | 930 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,379 | 7,331 | 38 | 10 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 130 | 128 | 2 | 0 | 0 |
Prestressed Concrete Pile | each | 26 | 26 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 166 | 166 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 72 | 62 | 8 | 2 | 0 |
Bearings |
Elastomeric Bearing | each | 30 | 30 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 376 | 303 | 0 | 73 | 0 |