CR 3150N over ASH CRK #97
Map
Coordinates:
+31.90612, -96.9355931°54'22" N, 96°56'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 3150N over ASH CRK #97 |
Structure number: | 091100AA0184002 |
Location: | 2.30 MI NW OF FM 308 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel continuous [4] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, posting recommended but not legally implemented [B] |
Average daily traffic: | 25 [as of 2011] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 74.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $313,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 74.4 |
January 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 74.2 |
January 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 74.2 |
January 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 74.2 |
January 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 74.4 |
March 2008 | Fair | Good | Satisfactory | Satisfactory | 21 | 74.4 |
May 2006 | Fair | Good | Satisfactory | Satisfactory | 21 | 74.4 |
June 2004 | Fair | Good | Satisfactory | Satisfactory | 20 | 75.8 |
May 2002 | Good | Very Good | Good | Good | 20 | 75.8 |
August 2000 | Good | Very Good | Good | Good | 20 | 75.8 |
July 1998 | Good | Very Good | Good | Good | 55 | 75.8 |
May 1996 | Good | Very Good | Good | Good | 55 | 75.8 |
October 1994 | Good | Very Good | Good | Good | 50 | 75.8 |
August 1992 | Fair | Very Good | Satisfactory | Satisfactory | 50 | 41.8 |
August 1990 | Poor | - | Imminent Failure | Satisfactory | 50 | 24.2 |