Share: 
LOCAL V.0-7.4 over TRIB TO W. FANCY CREEK
Map
Coordinates:
+39.47599, -96.97822
39°28'34" N, 96°58'42" W
+39.47599, -96.97822
39°28'34" N, 96°58'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LOCAL V.0-7.4 over TRIB TO W. FANCY CREEK |
| Structure number: | 000140859003724 |
| Location: | 1.0E 3.0N OF GREEN |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 54.1 ft. [16.5 m] |
| Total length: | 143.1 ft. [43.6 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1991 |
| 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 continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 40 [as of 2015] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 98.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2018 | Good | Good | Very Good | Very Good | 40 | 98.0 |
| February 2016 | Good | Good | Very Good | Very Good | 40 | 98.0 |
| May 2014 | Good | Good | Very Good | Very Good | 40 | 98.0 |
| February 2012 | Good | Good | Very Good | Very Good | 40 | 98.0 |
| October 2010 | Good | Good | Very Good | Very Good | 40 | 98.0 |
| December 2008 | Good | Good | Very Good | Very Good | 40 | 100.0 |
| January 2007 | Good | Good | Very Good | Very Good | 40 | 100.0 |
| December 2004 | Good | Good | Very Good | Very Good | 40 | 100.0 |
| January 2003 | Good | Good | Very Good | Very Good | 40 | 100.0 |
| November 2000 | Good | Good | Very Good | Very Good | 40 | 100.0 |
| January 1999 | Good | Good | Very Good | Very Good | 40 | 100.0 |
| January 1997 | Good | Very Good | Very Good | Very Good | 40 | 100.0 |
| April 1995 | Good | Very Good | Very Good | Very Good | 40 | 100.0 |
| June 1993 | Good | Very Good | Very Good | Very Good | 40 | 100.0 |
| October 1990 | Poor | Serious | Serious | Satisfactory | 40 | 24.4 |
© 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/1188786
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1188786