SR1107 over OWEN S CREEK
Map
Coordinates:
+36.41821, -78.2061136°25'06" N, 78°12'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1107 over OWEN S CREEK |
Structure number: | 000000001850011 |
Location: | 1.1MI W.SR1110 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 16.1 ft. [4.9 m] |
Total length: | 68.9 ft. [21.0 m] |
Roadway width between curbs: | 21.3 ft. [6.5 m] |
Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1952 |
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: | 4 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 900 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 16.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Good | Fair | 900 | 16.4 |
October 2015 | Fair | Good | Good | Fair | 900 | 16.4 |
October 2013 | Fair | Good | Good | Fair | 1000 | 15.7 |
October 2011 | Fair | Good | Good | Fair | 950 | 51.8 |
October 2009 | Fair | Good | Good | Fair | 1100 | 52.8 |
March 2008 | Fair | Good | Good | Fair | 1100 | 52.8 |
December 2005 | Fair | Good | Good | Fair | 1200 | 52.7 |
September 2003 | Fair | Good | Good | Fair | 900 | 53.0 |
January 2002 | Fair | Good | Good | Fair | 1100 | 52.8 |
March 2000 | Fair | Good | Good | Fair | 700 | 53.2 |
December 1997 | Good | Very Good | Good | Good | 700 | 63.4 |
October 1991 | Good | Very Good | Good | Good | 600 | 67.4 |