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Bagby Road over Little River
Map
Coordinates:
+37.92441, -77.73911
37°55'28" N, 77°44'21" W
+37.92441, -77.73911
37°55'28" N, 77°44'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Bagby Road over Little River |
| Structure number: | 000000000024679 |
| Location: | 1.50 From 608&1.28 To 618 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 45.9 ft. [14.0 m] |
| Total length: | 134.8 ft. [41.1 m] |
| Roadway width between curbs: | 26.6 ft. [8.1 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Skew angle: | 35° |
| Owner: | State Highway Agency [01] |
| Year built: | 1996 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 246 [as of 2014] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry 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 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: | 98.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Fair | Satisfactory | Satisfactory | Good | 246 | 98.9 |
| September 2016 | Fair | Satisfactory | Satisfactory | Good | 246 | 98.9 |
| September 2014 | Fair | Satisfactory | Satisfactory | Good | 141 | 98.9 |
| September 2012 | Fair | Satisfactory | Satisfactory | Good | 141 | 98.9 |
| September 2010 | Fair | Satisfactory | Satisfactory | Good | 141 | 98.9 |
| September 2008 | Fair | Satisfactory | Satisfactory | Good | 141 | 98.9 |
| September 2006 | Good | Good | Good | Good | 141 | 98.9 |
| September 2004 | Good | Very Good | Very Good | Very Good | 183 | 98.9 |
| September 2002 | Good | Very Good | Very Good | Very Good | 183 | 98.9 |
| September 2000 | Good | Very Good | Very Good | Very Good | 183 | 98.9 |
| September 1998 | Good | Very Good | Very Good | Very Good | 183 | 98.9 |
| September 1996 | Good | Excellent | Excellent | Very Good | 188 | 98.9 |
© 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/1583598
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1583598