NFA 1742 over WHITES CREEK
Map
Coordinates:
+35.10306, -88.0713335°06'11" N, 88°04'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA 1742 over WHITES CREEK |
Structure number: | 36017420003 |
Location: | WHITES CREEK RD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 66.9 ft. [20.4 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1970 |
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: | Channel beam [22] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 80 [as of 2019] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 78.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $407,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Good | Satisfactory | 80 | 78.2 |
June 2016 | Fair | Satisfactory | Good | Satisfactory | 80 | 78.2 |
June 2014 | Fair | Satisfactory | Good | Satisfactory | 80 | 78.2 |
July 2012 | Poor | Satisfactory | Good | Poor | 80 | 52.1 |
August 2010 | Poor | Satisfactory | Good | Poor | 80 | 52.1 |
August 2008 | Fair | Satisfactory | Good | Fair | 80 | 78.4 |
September 2006 | Poor | Satisfactory | Good | Poor | 80 | 62.4 |
October 2004 | Fair | Satisfactory | Good | Fair | 80 | 78.4 |
November 2002 | Fair | Satisfactory | Good | Fair | 130 | 74.4 |
January 2001 | Fair | Satisfactory | Good | Fair | 130 | 70.4 |
June 1999 | Fair | Satisfactory | Good | Fair | 130 | 70.4 |
April 1997 | Fair | Satisfactory | Good | Fair | 100 | 74.4 |
January 1995 | Poor | Satisfactory | Satisfactory | Poor | 50 | 54.4 |
May 1993 | Poor | Satisfactory | Satisfactory | Poor | 90 | 54.4 |
February 1992 | Poor | Satisfactory | Satisfactory | Poor | 50 | 54.4 |