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NFA A481 over DRY CREEK
Map
Coordinates:
+36.18017, -82.37535
36°10'49" N, 82°22'31" W
+36.18017, -82.37535
36°10'49" N, 82°22'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA A481 over DRY CREEK |
| Structure number: | 860A4810001 |
| Location: | .1 MI NW OF DRY CREEK RD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 18.4 ft. [5.6 m] |
| Total length: | 20.7 ft. [6.3 m] |
| Roadway width between curbs: | 19.7 ft. [6.0 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Skew angle: | 15° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1990 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 10 [as of 2019] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| 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: | Better than present minimum criteria [7] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 37.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $347,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Poor | Fair | Poor | Satisfactory | 10 | 37.7 |
| July 2016 | Poor | Fair | Poor | Satisfactory | 10 | 37.7 |
| July 2014 | Poor | Fair | Poor | Satisfactory | 10 | 47.3 |
| August 2012 | Poor | Fair | Poor | Satisfactory | 10 | 47.3 |
| August 2010 | Poor | Satisfactory | Poor | Satisfactory | 10 | 43.3 |
| August 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 89.9 |
| August 2006 | Fair | Satisfactory | Satisfactory | Good | 10 | 89.9 |
| November 2004 | Fair | Satisfactory | Satisfactory | Good | 10 | 89.9 |
| September 2002 | Fair | Satisfactory | Satisfactory | Good | 10 | 89.9 |
| September 2000 | Good | Good | Very Good | Good | 10 | 89.9 |
| October 1998 | Good | Good | Very Good | Good | 10 | 90.9 |
| October 1996 | Good | Very Good | Very Good | Good | 70 | 90.3 |
| November 1994 | Good | Very Good | Very Good | Good | 70 | 90.5 |
© 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/1514267
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1514267