NFA 1398 over FALL CREEK
Map
Coordinates:
+36.02543, -86.2790036°01'32" N, 86°16'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA 1398 over FALL CREEK |
Structure number: | 950A3920003 |
Location: | 2.1 MI WEST OF SR266 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 117.1 ft. [35.7 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 480 [as of 2019] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 63.4 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $578,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Good | 480 | 63.4 |
June 2016 | Fair | Fair | Fair | Good | 480 | 63.4 |
June 2014 | Fair | Fair | Fair | Good | 480 | 62.4 |
June 2012 | Fair | Fair | Fair | Good | 480 | 59.4 |
June 2010 | Fair | Fair | Fair | Good | 480 | 59.4 |
June 2008 | Fair | Fair | Fair | Good | 480 | 59.4 |
June 2006 | Fair | Fair | Fair | Good | 530 | 59.3 |
July 2004 | Fair | Fair | Fair | Good | 650 | 59.2 |
June 2002 | Fair | Fair | Fair | Good | 520 | 63.4 |
August 2000 | Fair | Fair | Fair | Good | 310 | 63.5 |
September 1998 | Fair | Fair | Fair | Good | 400 | 63.4 |
August 1996 | Fair | Satisfactory | Satisfactory | Good | 350 | 72.3 |
June 1994 | Fair | Satisfactory | Satisfactory | Good | 350 | 72.3 |
August 1992 | Fair | Satisfactory | Satisfactory | Good | 40 | 80.0 |
July 1990 | Fair | Satisfactory | Satisfactory | Good | 40 | 80.0 |