CR 4600 over BEECH CREEK
Map
Coordinates:
+30.59920, -94.2081730°35'57" N, 94°12'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 4600 over BEECH CREEK |
Structure number: | 202290AA0269001 |
Location: | 1.9 MI W OF FM 92 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 60 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 60 | 98.0 |
August 2015 | Good | Good | Good | Good | 60 | 91.5 |
September 2013 | Good | Very Good | Very Good | Very Good | 60 | 99.0 |
October 2012 | Good | Very Good | Very Good | Very Good | 60 | 100.0 |
September 2011 | Fair | Satisfactory | Good | Fair | 60 | 47.5 |
September 2009 | Fair | Satisfactory | Good | Fair | 60 | 47.7 |
October 2007 | Fair | Satisfactory | Good | Fair | 60 | 47.7 |
October 2005 | Fair | Satisfactory | Good | Fair | 30 | 49.7 |
November 2003 | Fair | Satisfactory | Good | Satisfactory | 90 | 59.5 |
October 2001 | Fair | Good | Very Good | Satisfactory | 90 | 59.5 |
October 1999 | Fair | Good | Very Good | Satisfactory | 90 | 59.5 |
August 1997 | Fair | Very Good | Very Good | Satisfactory | 90 | 59.5 |
July 1995 | Poor | Fair | Fair | Poor | 90 | 19.9 |
March 1992 | Poor | Fair | Fair | Poor | 90 | 19.9 |
March 1990 | Fair | Satisfactory | Satisfactory | Fair | 90 | 29.7 |