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FORMAN CHAPEL RD over SHANNON CREEK
Map
Coordinates:
+38.52389, -83.91194
38°31'26" N, 83°54'43" W
+38.52389, -83.91194
38°31'26" N, 83°54'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FORMAN CHAPEL RD over SHANNON CREEK |
| Structure number: | 081C00060N |
| Location: | 30 FT S - JCT US 62 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 30.8 ft. [9.4 m] |
| Total length: | 34.1 ft. [10.4 m] |
| Roadway width between curbs: | 22.3 ft. [6.8 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 1997 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 71 [as of 2009] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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: | 96.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Good | Good | Good | Good | 71 | 96.6 |
| December 2015 | Good | Good | Good | Good | 71 | 96.6 |
| December 2013 | Good | Good | Good | Good | 71 | 96.6 |
| December 2011 | Good | Good | Good | Good | 71 | 97.0 |
| December 2009 | Good | Good | Good | Good | 71 | 97.0 |
| December 2007 | Good | Good | Good | Good | 200 | 88.5 |
| December 2003 | Good | Good | Good | Good | 200 | 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 |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Closed Web/Box Girder | linear ft. | 204 | 202 | 2 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 817 | 601 | 216 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 88 | 82 | 6 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 68 | 66 | 2 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 340 | 0 | 340 | 0 | 0 |
© 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/1216924
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1216924