NFA 2546 (SA 3402) over BIG WAR CREEK
Map
Coordinates:
+36.42313, -83.3292336°25'23" N, 83°19'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA 2546 (SA 3402) over BIG WAR CREEK |
Structure number: | 34025460001 |
Location: | IN SW CORNER OF COUNTY |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 17.7 ft. [5.4 m] |
Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1946 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 120 [as of 2018] |
Truck traffic: | 16% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.8 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $256,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 120 | 74.8 |
August 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 120 | 74.8 |
August 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 120 | 74.8 |
August 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 120 | 74.8 |
September 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 120 | 72.8 |
September 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 120 | 72.8 |
September 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 360 | 73.7 |
October 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 73.8 |
September 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 330 | 73.7 |
August 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 320 | 73.7 |
November 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 160 | 71.8 |
August 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 210 | 71.7 |
June 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 140 | 71.8 |
July 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 120 | 71.8 |