CR 305 over ECLETO CREEK
Map
Coordinates:
+29.03392, -97.8235829°02'02" N, 97°49'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 305 over ECLETO CREEK |
Structure number: | 161290AA0305001 |
Location: | 0.9 MI W OF SH 80 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 149.9 ft. [45.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 55 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 94.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Very Good | Good | 55 | 94.0 |
April 2015 | Good | Good | Very Good | Good | 55 | 94.0 |
April 2013 | Good | Good | Very Good | Good | 55 | 94.0 |
June 2011 | Good | Good | Very Good | Good | 55 | 93.0 |
May 2009 | Good | Good | Very Good | Very Good | 55 | 93.0 |
May 2007 | Good | Good | Very Good | Good | 55 | 94.0 |
May 2005 | Good | Good | Very Good | Good | 55 | 98.0 |
May 2003 | Good | Very Good | Very Good | Good | 55 | 98.0 |
May 2001 | Good | Very Good | Excellent | Excellent | 55 | 98.0 |
April 2000 | Good | Excellent | Excellent | Excellent | 55 | 96.0 |
December 1997 | Poor | Satisfactory | Fair | Poor | 50 | 20.7 |
February 1996 | Poor | Satisfactory | Fair | Poor | 50 | 20.7 |
February 1994 | Poor | Poor | Fair | Poor | 50 | 17.4 |
November 1991 | Fair | Satisfactory | Satisfactory | Fair | 50 | 21.7 |