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NFA 1240 (SA 7613) over ROARING PUNCH BRANCH
Map
Coordinates:
+36.56732, -84.42525
36°34'02" N, 84°25'31" W
+36.56732, -84.42525
36°34'02" N, 84°25'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA 1240 (SA 7613) over ROARING PUNCH BRANCH |
| Structure number: | 76S24490003 |
| Location: | 1.6 M NE OF US27 AT WINFI |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 48.6 ft. [14.8 m] |
| Roadway width between curbs: | 24.3 ft. [7.4 m] |
| Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1960 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 830 [as of 2019] |
| Truck traffic: | 17% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| 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: | 72.1 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $98,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2018 | Fair | 6 out of 10 | 830 | 72.1 |
| October 2016 | Fair | 6 out of 10 | 830 | 72.1 |
| October 2014 | Fair | 6 out of 10 | 830 | 72.1 |
| October 2012 | Fair | 6 out of 10 | 830 | 72.1 |
| November 2010 | Fair | 6 out of 10 | 830 | 72.1 |
| October 2008 | Fair | 6 out of 10 | 830 | 72.1 |
| October 2006 | Fair | 6 out of 10 | 900 | 75.0 |
| September 2004 | Fair | 6 out of 10 | 900 | 75.0 |
| August 2002 | Fair | 6 out of 10 | 990 | 75.0 |
| August 2000 | Fair | 6 out of 10 | 940 | 75.0 |
| October 1998 | Fair | 6 out of 10 | 1030 | 75.0 |
| August 1996 | Fair | 6 out of 10 | 840 | 74.0 |
| October 1994 | Fair | 6 out of 10 | 880 | 74.8 |
| July 1992 | Fair | 6 out of 10 | 540 | 80.2 |
| November 1990 | Fair | 6 out of 10 | 540 | 80.2 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1511311
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1511311