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HWY-FORTY NINE over ST JOHNS CREEK
Map
Coordinates:
+36.90563, -78.37061
36°54'20" N, 78°22'14" W
+36.90563, -78.37061
36°54'20" N, 78°22'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HWY-FORTY NINE over ST JOHNS CREEK |
| Structure number: | 000000000011570 |
| Location: | .11 FR 727 & 1.34 TO 622 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 61.7 ft. [18.8 m] |
| Total length: | 64.3 ft. [19.6 m] |
| Roadway width between curbs: | 26.6 ft. [8.1 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1929 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 902 [as of 2014] |
| Truck traffic: | 5% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 77.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,290,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Good | Good | Good | Good | 902 | 77.2 |
| December 2016 | Good | Good | Good | Good | 902 | 78.3 |
| December 2014 | Good | Good | Good | Good | 831 | 78.6 |
| December 2012 | Good | Good | Good | Good | 831 | 79.6 |
| December 2010 | Good | Good | Good | Good | 831 | 79.6 |
| December 2008 | Good | Good | Good | Good | 831 | 79.6 |
| December 2006 | Good | Good | Good | Good | 1041 | 78.7 |
| December 2004 | Good | Very Good | Good | Good | 985 | 80.0 |
| December 2002 | Good | Very Good | Good | Good | 939 | 80.1 |
| December 2000 | Good | Very Good | Good | Good | 1440 | 77.1 |
| December 1998 | Good | Very Good | Good | Good | 1440 | 77.1 |
| December 1996 | Good | Good | Good | Good | 1100 | 78.4 |
| December 1994 | Good | Good | Good | Good | 1200 | 78.1 |
| December 1992 | Good | Very Good | Very Good | Very Good | 2540 | 70.5 |
| December 1990 | Good | Very Good | Very Good | Very Good | 2425 | 71.0 |
© 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/1577310
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1577310