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CR 250W over LATTAS CREEK
Map
Coordinates:
+39.03383, -86.98737
39°02'02" N, 86°59'15" W
+39.03383, -86.98737
39°02'02" N, 86°59'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 250W over LATTAS CREEK |
| Structure number: | 2800087 |
| Location: | 00.40 N of SR 54 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 55.4 ft. [16.9 m] |
| Total length: | 60.4 ft. [18.4 m] |
| Roadway width between curbs: | 15.7 ft. [4.8 m] |
| Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1917 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 160 [as of 2011] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 21.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $500,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Poor | Serious | Poor | Satisfactory | 160 | 21.3 |
| July 2017 | Poor | Serious | Poor | Satisfactory | 160 | 21.3 |
| July 2016 | Poor | Serious | Poor | Satisfactory | 160 | 29.0 |
| August 2015 | Poor | Poor | Poor | Satisfactory | 160 | 31.0 |
| August 2013 | Poor | Poor | Poor | Satisfactory | 160 | 29.0 |
| August 2011 | Poor | Poor | Poor | Satisfactory | 160 | 31.6 |
| July 2009 | Poor | Poor | Fair | Satisfactory | 160 | 47.7 |
| February 2007 | Fair | Fair | Fair | Satisfactory | 160 | 46.7 |
| January 2005 | Fair | Fair | Fair | Satisfactory | 160 | 54.9 |
| November 2002 | Fair | Fair | Fair | Satisfactory | 160 | 51.0 |
| July 2001 | Fair | Fair | Fair | Satisfactory | 150 | 51.0 |
| November 1998 | Fair | Fair | Fair | Satisfactory | 150 | 51.0 |
| December 1996 | Fair | Fair | Fair | Satisfactory | 150 | 51.0 |
| October 1994 | Fair | Fair | Fair | Satisfactory | 150 | 56.6 |
| September 1992 | Fair | Fair | Fair | Satisfactory | 150 | 51.6 |
| August 1990 | Poor | Poor | Satisfactory | Good | 200 | 45.0 |
© 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/1172144
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1172144