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FAS 1365 over STREAM
Map
Coordinates:
+40.84693, -101.28556
40°50'49" N, 101°17'08" W
+40.84693, -101.28556
40°50'49" N, 101°17'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FAS 1365 over STREAM |
| Structure number: | C006808125 |
| Location: | EJCT N23/N61 20E .3N |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 34.1 ft. [10.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1966 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 90 [as of 2011] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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] |
| 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: | 88.1 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2017 | Good | 8 out of 10 | 90 | 88.1 |
| November 2015 | Good | 8 out of 10 | 90 | 88.1 |
| November 2013 | Good | 8 out of 10 | 90 | 88.1 |
| November 2011 | Good | 8 out of 10 | 90 | 88.4 |
| November 2009 | Good | 8 out of 10 | 80 | 88.4 |
| November 2007 | Good | 8 out of 10 | 80 | 100.0 |
| November 2005 | Good | 8 out of 10 | 90 | 100.0 |
| November 2003 | Good | 8 out of 10 | 90 | 100.0 |
| November 2001 | Good | 8 out of 10 | 75 | 100.0 |
| November 1999 | Good | 8 out of 10 | 75 | 100.0 |
| January 1998 | Good | 8 out of 10 | 60 | 100.0 |
| December 1995 | Good | 8 out of 10 | 45 | 100.0 |
| December 1993 | Good | 8 out of 10 | 35 | 77.8 |
| November 1991 | Good | 8 out of 10 | 40 | 86.6 |
© 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/1352244
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1352244