SR1115 over LITTLE SNOWBIRD CREEK
Map
Coordinates:
+35.27462, -83.8750335°16'29" N, 83°52'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1115 over LITTLE SNOWBIRD CREEK |
Structure number: | 000000000750055 |
Old structure number: | 000000000075055 (from 1992 edition) |
Location: | 2.5 MI.S.JCT.SR1120 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 710 [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: | Basically intolerable requiring high priority of replacement [2] |
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: | 63.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Satisfactory | Satisfactory | 710 | 63.6 |
June 2015 | Fair | Good | Good | Fair | 730 | 50.9 |
June 2013 | Fair | Good | Good | Fair | 730 | 50.9 |
June 2011 | Fair | Good | Good | Fair | 1100 | 44.7 |
June 2009 | Fair | Good | Good | Fair | 420 | 51.4 |
August 2007 | Fair | Good | Good | Satisfactory | 510 | 61.3 |
July 2005 | Fair | Good | Good | Satisfactory | 450 | 61.6 |
June 2003 | Fair | Good | Good | Satisfactory | 140 | 65.6 |
July 2001 | Fair | Good | Good | Satisfactory | 140 | 61.4 |
July 1999 | Fair | Good | Good | Fair | 150 | 42.8 |
July 1997 | Fair | Good | Good | Satisfactory | 190 | 57.1 |
May 1995 | Fair | Good | Good | Satisfactory | 160 | 58.1 |
June 1993 | Fair | Very Good | Good | Satisfactory | 160 | 65.0 |
July 1991 | Fair | Very Good | Satisfactory | Very Good | 120 | 65.4 |