FAP 15 over BRANCH
Map
Coordinates:
+35.27848, -88.0057835°16'43" N, 88°00'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAP 15 over BRANCH |
Structure number: | 36SR0150027 |
Location: | W.OF WAYNE CO. |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 22.0 ft. [6.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1926 |
Year reconstructed: | 2006 |
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: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,350 [as of 2017] |
Truck traffic: | 9% of total traffic |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 57.7 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $437,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2018 | Fair | 6 out of 10 | 2350 | 57.7 |
May 2016 | Good | 7 out of 10 | 2430 | 57.3 |
June 2014 | Good | 7 out of 10 | 2230 | 66.1 |
June 2012 | Good | 7 out of 10 | 1960 | 67.3 |
August 2010 | Good | 7 out of 10 | 1920 | 67.5 |
August 2008 | Good | 7 out of 10 | 2090 | 66.7 |
August 2006 | Good | 7 out of 10 | 2290 | 64.8 |
September 2004 | Fair | 6 out of 10 | 2370 | 79.4 |
November 2002 | Fair | 6 out of 10 | 2400 | 79.3 |
January 2001 | Fair | 6 out of 10 | 2530 | 78.8 |
April 1999 | Fair | 6 out of 10 | 2900 | 75.4 |
March 1997 | Fair | 6 out of 10 | 2160 | 86.4 |
November 1994 | Fair | 6 out of 10 | 1800 | 88.7 |
April 1993 | Fair | 6 out of 10 | 2090 | 87.7 |
January 1992 | Fair | 6 out of 10 | 1860 | 88.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 282 | 282 | 0 | 0 | 0 |
Bridge Rail |
Masonry Bridge Rail | linear ft. | 44 | 44 | 0 | 0 | 0 |