Share: 
SPOUT RUN PARKWAY over SPOUT RUN
Map
Coordinates:
+38.90189, -77.08317
38°54'07" N, 77°04'59" W
+38.90189, -77.08317
38°54'07" N, 77°04'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SPOUT RUN PARKWAY over SPOUT RUN |
| Structure number: | 3300029P0000000 |
| Location: | 0.9 MILES EAST OF U.S. 29 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 27.9 ft. [8.5 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
| Skew angle: | 45° |
| Owner: | National Park Service [66] |
| Year built: | 1949 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,400 [as of 2013] |
| Truck traffic: | 1% of total traffic |
| 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: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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 conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 78.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Fair | - | Satisfactory | Good | 11400 | 78.9 |
| April 2015 | Fair | - | Satisfactory | Good | 11400 | 76.8 |
| April 2013 | Fair | - | Satisfactory | Good | 11400 | 76.8 |
| April 2011 | Fair | - | Satisfactory | Good | 11400 | 76.8 |
| April 2009 | Fair | - | Satisfactory | Satisfactory | 11400 | 76.8 |
| July 2007 | Fair | - | Good | Satisfactory | 11400 | 76.8 |
| May 2005 | Fair | - | Good | Satisfactory | 11400 | 76.8 |
| July 2003 | Fair | Good | Good | Satisfactory | 11400 | 76.8 |
| July 2001 | Fair | Good | Good | Satisfactory | 11400 | 76.8 |
| May 1999 | Fair | Good | Good | Satisfactory | 11400 | 75.8 |
© 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/1585567
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1585567