CR N1070 over SANTA GERTRUDIS CREEK
Map
Coordinates:
+27.45811, -97.8080827°27'29" N, 97°48'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR N1070 over SANTA GERTRUDIS CREEK |
Structure number: | 161370AA0145001 |
Location: | 0.2 MI N OF FM 1717 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 75.1 ft. [22.9 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 55 [as of 2011] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 41.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $11,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Fair | Fair | 55 | 41.5 |
March 2015 | Fair | Fair | Fair | Fair | 55 | 41.5 |
March 2013 | Fair | Fair | Fair | Fair | 55 | 41.5 |
May 2011 | Fair | Fair | Fair | Fair | 55 | 41.5 |
May 2009 | Fair | Fair | Fair | Fair | 55 | 41.5 |
April 2007 | Fair | Fair | Fair | Fair | 55 | 41.5 |
April 2005 | Fair | Fair | Fair | Fair | 55 | 51.5 |
July 2003 | Fair | Fair | Fair | Fair | 55 | 51.3 |
August 2001 | Fair | Fair | Fair | Fair | 55 | 51.3 |
January 2000 | Fair | Fair | Fair | Satisfactory | 55 | 51.3 |
December 1997 | Fair | Fair | Fair | Satisfactory | 50 | 53.3 |
April 1996 | Fair | Fair | Fair | Satisfactory | 50 | 47.2 |
February 1994 | Fair | Fair | Fair | Satisfactory | 50 | 47.2 |
February 1992 | Fair | Very Good | Satisfactory | Satisfactory | 50 | 54.8 |