Share: 
LOCAL RD. T-19.1 over SALT CREEK
Map
Coordinates:
+39.74003, -97.59413
39°44'24" N, 97°35'39" W
+39.74003, -97.59413
39°44'24" N, 97°35'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LOCAL RD. T-19.1 over SALT CREEK |
| Structure number: | 000790793103360 |
| Location: | 6.0S 2.1E OF BELLEVILLE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 91.9 ft. [28.0 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1996 |
| 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: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20 [as of 2018] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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: | 97.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $370,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Good | Good | Good | Good | 20 | 97.0 |
| July 2016 | Good | Good | Good | Good | 20 | 97.0 |
| October 2014 | Good | Good | Good | Good | 20 | 97.0 |
| August 2012 | Good | Good | Good | Good | 20 | 97.0 |
| October 2010 | Good | Good | Good | Good | 20 | 97.0 |
| October 2008 | Good | Good | Good | Good | 20 | 97.0 |
| October 2006 | Good | Good | Good | Good | 20 | 97.0 |
| October 2004 | Good | Good | Good | Good | 20 | 97.0 |
| October 2002 | Good | Good | Good | Good | 20 | 97.0 |
| September 2000 | Good | Good | Good | Good | 20 | 97.0 |
| December 1998 | Good | Good | Good | Good | 20 | 98.0 |
| January 1997 | Good | Very Good | Very Good | Very Good | 20 | 97.0 |
| March 1995 | - | - | - | - | 20 | 16.9 |
| March 1993 | Poor | Fair | Serious | Serious | 20 | 24.0 |
| March 1991 | Poor | Fair | Critical | Critical | 20 | 19.9 |
© 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/1197111
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1197111