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LOCAL RD. 4.9-O.2 over TRIB. TO GRASSHOPPER CK.
Map
Coordinates:
+39.62526, -95.49906
39°37'31" N, 95°29'57" W
+39.62526, -95.49906
39°37'31" N, 95°29'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LOCAL RD. 4.9-O.2 over TRIB. TO GRASSHOPPER CK. |
| Structure number: | 000031015403509 |
| Location: | 5.2N 1.5E OF MUSCOTAH |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 42.0 ft. [12.8 m] |
| Total length: | 107.6 ft. [32.8 m] |
| Roadway width between curbs: | 26.2 ft. [8.0 m] |
| Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2003 |
| 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: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20 [as of 2007] |
| Deck condition: | Very Good [8 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 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Good | Very Good | Very Good | Very Good | 20 | 100.0 |
| December 2017 | Good | Very Good | Very Good | Very Good | 20 | 100.0 |
| July 2016 | Good | Very Good | Very Good | Very Good | 20 | 100.0 |
| April 2014 | Good | Very Good | Very Good | Very Good | 20 | 100.0 |
| March 2012 | Good | Very Good | Very Good | Very Good | 20 | 100.0 |
| May 2010 | Good | Very Good | Very Good | Very Good | 20 | 100.0 |
| March 2006 | Good | Excellent | Excellent | Excellent | 20 | 100.0 |
| March 2004 | Good | Excellent | Excellent | Excellent | 20 | 100.0 |
| January 2002 | Poor | Satisfactory | Satisfactory | Serious | 20 | 25.9 |
| March 2000 | Poor | Satisfactory | Satisfactory | Serious | 20 | 25.9 |
| May 1998 | Poor | Satisfactory | Satisfactory | Serious | 20 | 25.9 |
| July 1996 | Poor | Satisfactory | Satisfactory | Serious | 20 | 25.9 |
| May 1994 | Poor | Fair | Satisfactory | Poor | 20 | 40.8 |
| September 1992 | Fair | Good | Good | Satisfactory | 20 | 59.8 |
| September 1990 | Fair | Good | Good | Satisfactory | 20 | 59.8 |
© 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/1187120
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1187120