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FAS 1550 over STREAM
Map
Coordinates:
+40.65667, -99.29833
40°39'24" N, 99°17'54" W
+40.65667, -99.29833
40°39'24" N, 99°17'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FAS 1550 over STREAM |
| Structure number: | C006900625 |
| Location: | JCT US 6/US183 15N 4.3E |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 7.9 ft. [2.4 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Skew angle: | 5° |
| Owner: | County Highway Agency [02] |
| Year built: | 1993 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 430 [as of 2011] |
| 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| 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: | 85.7 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2017 | Good | 7 out of 10 | 430 | 85.7 |
| August 2015 | Good | 7 out of 10 | 430 | 85.8 |
| August 2013 | Good | 7 out of 10 | 430 | 85.8 |
| August 2011 | Good | 8 out of 10 | 430 | 88.2 |
| August 2009 | Good | 8 out of 10 | 345 | 88.3 |
| August 2007 | Good | 8 out of 10 | 345 | 99.8 |
| September 2005 | Good | 8 out of 10 | 215 | 99.9 |
| September 2003 | Good | 8 out of 10 | 215 | 99.9 |
| September 2001 | Good | 8 out of 10 | 330 | 99.8 |
| April 1999 | Good | 8 out of 10 | 330 | 99.8 |
| September 1997 | Good | 9 out of 10 | 155 | 99.9 |
| October 1995 | Good | 9 out of 10 | 190 | 99.9 |
| November 1993 | Good | 9 out of 10 | 300 | 99.9 |
© 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/1352255
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1352255