SR1538 over HOGSED CREEK
Map
Coordinates:
+35.20469, -82.7150435°12'17" N, 82°42'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1538 over HOGSED CREEK |
Structure number: | 000000001750012 |
Location: | .2 MI.S.JCT.US276 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 550 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 50.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Satisfactory | Good | 550 | 50.6 |
August 2016 | Fair | Good | Satisfactory | Fair | 510 | 43.4 |
August 2014 | Fair | Good | Fair | Fair | 510 | 43.4 |
August 2012 | Poor | Good | Fair | Poor | 510 | 17.9 |
August 2010 | Poor | Good | Satisfactory | Poor | 560 | 17.5 |
August 2008 | Poor | Good | Satisfactory | Poor | 610 | 17.1 |
September 2006 | Fair | Good | Satisfactory | Satisfactory | 690 | 49.2 |
July 2004 | Fair | Good | Satisfactory | Satisfactory | 690 | 49.2 |
August 2002 | Fair | Very Good | Good | Satisfactory | 630 | 49.3 |
August 2000 | Fair | Very Good | Good | Satisfactory | 630 | 49.3 |
July 1998 | Fair | Satisfactory | Good | Fair | 770 | 38.6 |
May 1990 | Fair | Good | Good | Satisfactory | 200 | 47.3 |