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RED OAK RD over TEN MILE CREEK
Map
Coordinates:
+32.57825, -96.75743
32°34'42" N, 96°45'27" W
+32.57825, -96.75743
32°34'42" N, 96°45'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | RED OAK RD over TEN MILE CREEK |
| Structure number: | 180570M00900001 |
| Location: | 0.10 MI S OF SH 342 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 80.1 ft. [24.4 m] |
| Total length: | 145.0 ft. [44.2 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1936 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 290 [as of 2011] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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 condition. [5] |
| Sufficiency rating: | 45.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $15,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Fair | Very Good | Fair | Good | 290 | 45.2 |
| June 2015 | Fair | Satisfactory | Fair | Satisfactory | 290 | 44.9 |
| August 2013 | Fair | Satisfactory | Fair | Satisfactory | 290 | 44.9 |
| September 2011 | Fair | Satisfactory | Fair | Satisfactory | 290 | 44.9 |
| September 2009 | Fair | Satisfactory | Fair | Satisfactory | 290 | 40.5 |
| September 2007 | Fair | Satisfactory | Fair | Satisfactory | 290 | 45.2 |
| October 2005 | Fair | Satisfactory | Fair | Satisfactory | 290 | 45.2 |
| October 2003 | Fair | Satisfactory | Fair | Satisfactory | 290 | 44.9 |
| November 2001 | Fair | Satisfactory | Fair | Satisfactory | 290 | 44.9 |
| March 2000 | Fair | Satisfactory | Fair | Satisfactory | 275 | 53.1 |
| April 1998 | Fair | Satisfactory | Fair | Satisfactory | 275 | 53.1 |
| March 1996 | Fair | Satisfactory | Fair | Satisfactory | 150 | 47.2 |
| August 1994 | Fair | Satisfactory | Fair | Satisfactory | 150 | 77.0 |
| June 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 48.4 |
| January 1990 | Fair | Satisfactory | Fair | Satisfactory | 150 | 35.0 |
© 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/1558069
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1558069