SR2189 over BEAR CREEK
Map
Coordinates:
+35.61781, -79.3268035°37'04" N, 79°19'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR2189 over BEAR CREEK |
Structure number: | 000000000370172 |
Location: | 0.9 MI. N. JCT. SR1010 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 147.0 ft. [44.8 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 170 [as of 2000] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 170 | 100.0 |
October 2016 | Good | Good | Good | Good | 170 | 100.0 |
November 2014 | Good | Good | Good | Good | 170 | 100.0 |
November 2012 | Good | Good | Good | Good | 170 | 100.0 |
November 2010 | Good | Very Good | Very Good | Good | 170 | 100.0 |
November 2008 | Good | Very Good | Very Good | Good | 170 | 100.0 |
April 2007 | Poor | Satisfactory | Satisfactory | Poor | 170 | 25.0 |
June 2005 | Poor | Fair | Good | Poor | 170 | 22.6 |
April 2003 | Poor | Satisfactory | Very Good | Poor | 170 | 23.6 |
April 2001 | Poor | Good | Very Good | Poor | 355 | 23.2 |
April 1999 | Poor | Good | Very Good | Poor | 320 | 24.7 |
April 1991 | Poor | Good | Very Good | Poor | 350 | 24.7 |