SR1107 over BLOOD RUN CREEK
Map
Coordinates:
+35.72434, -79.4982435°43'28" N, 79°29'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1107 over BLOOD RUN CREEK |
Structure number: | 000000000370411 |
Location: | 0.2 MI. E. JCT. SR1106 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1921 |
Year reconstructed: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 2,500 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 50.9 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Fair | Fair | Fair | 2500 | 50.9 |
August 2015 | Fair | Fair | Fair | Fair | 1200 | 53.6 |
August 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 2600 | 62.1 |
August 2011 | Fair | Fair | Fair | Fair | 5000 | 48.7 |
August 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 5400 | 55.9 |
August 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 3000 | 64.3 |
November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 4100 | 62.4 |
September 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 4100 | 62.4 |
November 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 4000 | 62.4 |
November 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 4200 | 69.1 |
November 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 3400 | 69.4 |