Share: 
GATEWAY BLVD. over CANNON BRANCH
Map
Coordinates:
+38.73851, -77.51547
38°44'19" N, 77°30'56" W
+38.73851, -77.51547
38°44'19" N, 77°30'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | GATEWAY BLVD. over CANNON BRANCH |
| Structure number: | 000000000024340 |
| Location: | 00.40FR000/00.10TO000 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 16.1 ft. [4.9 m] |
| Total length: | 65.0 ft. [19.8 m] |
| Skew angle: | 38° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1995 |
| 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: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 500 [as of 1997] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 84.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $3,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2017 | Fair | 6 out of 10 | 500 | 84.9 |
| August 2015 | Fair | 6 out of 10 | 500 | 84.9 |
| August 2013 | Good | 8 out of 10 | 500 | 84.9 |
| December 2011 | Good | 8 out of 10 | 500 | 84.9 |
| September 2009 | Good | 8 out of 10 | 500 | 84.9 |
| June 2007 | Good | 8 out of 10 | 500 | 81.9 |
| November 2005 | Good | 8 out of 10 | 500 | 84.9 |
| April 2004 | Good | 8 out of 10 | 500 | 83.9 |
| July 2001 | Good | 8 out of 10 | 500 | 81.9 |
| March 2000 | Good | 8 out of 10 | 500 | 84.9 |
| September 1997 | Good | 8 out of 10 | 500 | 84.9 |
© 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/1583413
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1583413