Share: 
SHENANDOAH AVE over BRANCH
Map
Coordinates:
+37.28243, -79.97632
37°16'57" N, 79°58'35" W
+37.28243, -79.97632
37°16'57" N, 79°58'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SHENANDOAH AVE over BRANCH |
| Structure number: | 000000000021635 |
| Location: | 0.6 24TH ST |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 20.3 ft. [6.2 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 47.9 ft. [14.6 m] |
| Skew angle: | 24° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1993 |
| 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: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,075 [as of 2014] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 77.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $58,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2017 | Good | 7 out of 10 | 9075 | 77.9 |
| September 2015 | Good | 7 out of 10 | 9075 | 77.9 |
| September 2013 | Good | 7 out of 10 | 9200 | 77.9 |
| September 2011 | Good | 7 out of 10 | 9300 | 78.9 |
| September 2009 | Good | 7 out of 10 | 9800 | 78.8 |
| September 2007 | Good | 7 out of 10 | 9800 | 78.8 |
| September 2005 | Good | 7 out of 10 | 9800 | 78.8 |
| September 2003 | Good | 7 out of 10 | 9800 | 79.8 |
| September 2001 | Good | 7 out of 10 | 9800 | 77.8 |
| August 1999 | Good | 7 out of 10 | 9800 | 77.8 |
| September 1997 | Poor | N out of 10 | 9800 | 10.9 |
| June 1996 | Good | 8 out of 10 | 9800 | 46.0 |
| April 1994 | - | N out of 10 | 9800 | 46.5 |
© 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/1582182
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1582182