NFA A452 over TRACE CREEK
Map
Coordinates:
+36.08263, -87.7752836°04'57" N, 87°46'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA A452 over TRACE CREEK |
Structure number: | 43SR0010013 |
Location: | IN WAVERLY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 128.9 ft. [39.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1925 |
Year reconstructed: | 1952 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,150 [as of 2018] |
Truck traffic: | 2% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 47.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,883,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Fair | Fair | Fair | 2150 | 47.3 |
March 2016 | Fair | Fair | Fair | Fair | 2150 | 47.3 |
June 2014 | Fair | Fair | Fair | Fair | 2150 | 47.3 |
July 2012 | Fair | Fair | Fair | Fair | 2150 | 47.3 |
August 2010 | Fair | Fair | Fair | Fair | 2150 | 47.3 |
August 2008 | Fair | Satisfactory | Fair | Fair | 2150 | 48.3 |
September 2006 | Fair | Satisfactory | Fair | Fair | 2150 | 48.3 |
November 2004 | Fair | Satisfactory | Fair | Fair | 2150 | 48.3 |
January 2003 | Fair | Satisfactory | Fair | Fair | 3120 | 49.5 |
April 2001 | Fair | Satisfactory | Fair | Fair | 3120 | 49.5 |
June 1999 | Fair | Satisfactory | Fair | Fair | 3120 | 49.5 |
August 1997 | Fair | Satisfactory | Fair | Fair | 11250 | 47.5 |
May 1995 | Fair | Satisfactory | Fair | Fair | 11250 | 47.5 |
June 1993 | Fair | Satisfactory | Satisfactory | Fair | 11250 | 47.5 |
October 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 11250 | 54.8 |