SR1392 over CHERRYFIELD CREEK
Map
Coordinates:
+35.17771, -82.8039335°10'40" N, 82°48'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1392 over CHERRYFIELD CREEK |
Structure number: | 000000001750223 |
Location: | .1 MI.W.JCT.SR1332 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 26.9 ft. [8.2 m] |
Roadway width between curbs: | 31.5 ft. [9.6 m] |
Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1923 |
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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 140 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 91.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Satisfactory | Satisfactory | 140 | 91.0 |
August 2016 | Fair | Good | Satisfactory | Satisfactory | 140 | 91.0 |
August 2014 | Fair | Good | Fair | Fair | 140 | 80.0 |
August 2012 | Fair | Good | Fair | Fair | 120 | 80.0 |
August 2010 | Fair | Good | Satisfactory | Satisfactory | 130 | 90.7 |
August 2008 | Fair | Good | Satisfactory | Satisfactory | 120 | 90.7 |
August 2006 | Fair | Good | Satisfactory | Satisfactory | 220 | 89.5 |
June 2004 | Fair | Good | Satisfactory | Satisfactory | 160 | 89.5 |
August 2002 | Fair | Good | Satisfactory | Satisfactory | 300 | 89.5 |
August 2000 | Fair | Good | Satisfactory | Satisfactory | 300 | 96.2 |
June 1998 | Fair | Good | Satisfactory | Satisfactory | 300 | 96.2 |
May 1990 | Good | Very Good | Very Good | Very Good | 500 | 90.7 |