Share: 
FM 115 over BRUSHY CRK
Map
Coordinates:
+32.97516, -95.18441
32°58'31" N, 95°11'04" W
+32.97516, -95.18441
32°58'31" N, 95°11'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FM 115 over BRUSHY CRK |
| Structure number: | 010810072301014 |
| Location: | 4.5 MI S OF FM 3007 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 212.0 ft. [64.6 m] |
| Roadway width between curbs: | 34.1 ft. [10.4 m] |
| Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1975 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 7 |
| Main spans material: | Concrete [1] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 780 [as of 2013] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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: | 97.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $854,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Good | Good | Satisfactory | 780 | 97.9 |
| February 2015 | Fair | Good | Good | Satisfactory | 780 | 97.9 |
| May 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 610 | 97.9 |
| May 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 750 | 97.9 |
| May 2009 | Fair | Good | Good | Satisfactory | 780 | 97.9 |
| April 2007 | Fair | Good | Good | Satisfactory | 830 | 97.9 |
| April 2005 | Fair | Good | Good | Satisfactory | 830 | 98.9 |
| June 2003 | Fair | Good | Good | Satisfactory | 830 | 99.9 |
| May 2001 | Fair | Good | Good | Satisfactory | 830 | 99.9 |
| May 1999 | Fair | Very Good | Very Good | Satisfactory | 820 | 98.9 |
| August 1997 | Poor | Good | Good | Poor | 570 | 72.9 |
| May 1995 | Good | Very Good | Very Good | Very Good | 640 | 100.0 |
| March 1993 | Good | Very Good | Very Good | Very Good | 600 | 100.0 |
| December 1990 | Good | Very Good | Very Good | Very Good | 610 | 100.0 |
© 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/1516953
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1516953