CR 3112 over N BOSQUE RI #13
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+31.79321, -97.5723931°47'36" N, 97°34'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 3112 over N BOSQUE RI #13 |
Structure number: | 090180AA0333001 |
Location: | 0.10 MI SW OF FM 1991 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 148.0 ft. [45.1 m] |
Total length: | 371.1 ft. [113.1 m] |
Roadway width between curbs: | 17.1 ft. [5.2 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Vertical clearance above deck: | 13.1 ft. [4.0 m] |
Owner: | County Highway Agency [02] |
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: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2016
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 570 [as of 2010] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 28.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,182,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2016 | Poor | Satisfactory | Poor | Fair | 570 | 28.9 |
June 2014 | Fair | Satisfactory | Fair | Fair | 570 | 28.9 |
June 2012 | Poor | Satisfactory | Fair | Poor | 430 | 29.0 |
June 2010 | Poor | Satisfactory | Poor | Fair | 430 | 29.0 |
June 2008 | Poor | Satisfactory | Serious | Fair | 430 | 29.0 |
July 2006 | Poor | Satisfactory | Serious | Fair | 429 | 29.0 |
August 2004 | Fair | Satisfactory | Fair | Fair | 420 | 29.0 |
September 2002 | Fair | Satisfactory | Fair | Fair | 420 | 29.0 |
August 2000 | Fair | Satisfactory | Fair | Fair | 420 | 23.9 |
June 1998 | Fair | Satisfactory | Fair | Fair | 410 | 23.9 |
March 1996 | Fair | Satisfactory | Fair | Fair | 410 | 23.9 |
May 1994 | Fair | Satisfactory | Fair | Fair | 400 | 24.0 |
April 1992 | Fair | Good | Satisfactory | Satisfactory | 400 | 43.3 |
April 1990 | Good | Good | Good | Good | 400 | 43.3 |