Share: 
SR1620 over BEAR CREEK
Map
Coordinates:
+36.06897, -78.10249
36°04'08" N, 78°06'09" W
+36.06897, -78.10249
36°04'08" N, 78°06'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR1620 over BEAR CREEK |
| Structure number: | 000000000690148 |
| Location: | 0.3 MI E. OF SR1619 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 11.2 ft. [3.4 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1998 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 9 / H 10 [1] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 180 [as of 2011] |
| Truck traffic: | 6% of total traffic |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| March 2017 | Good | 8 out of 10 | 180 | 100.0 |
| March 2015 | Good | 8 out of 10 | 180 | 100.0 |
| March 2013 | Good | 8 out of 10 | 180 | 100.0 |
| March 2011 | Good | 8 out of 10 | 180 | 100.0 |
| March 2009 | Good | 8 out of 10 | 180 | 100.0 |
| April 2007 | Good | 8 out of 10 | 180 | 100.0 |
| March 2005 | Good | 8 out of 10 | 180 | 100.0 |
| June 2003 | Good | 8 out of 10 | 180 | 100.0 |
| June 2001 | Good | 8 out of 10 | 220 | 100.0 |
| July 2000 | Good | 8 out of 10 | 220 | 100.0 |
| June 1998 | Good | 8 out of 10 | 220 | 100.0 |
| March 1990 | Fair | N out of 10 | 150 | 26.9 |
© 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/1325862
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1325862