CR 4620 over Lake Creek
Map
Coordinates:
+33.44497, -95.5881933°26'42" N, 95°35'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 4620 over Lake Creek |
Structure number: | 010600AA0215003 |
Location: | 0.2 Mi S of FM 198 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 129.9 ft. [39.6 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1921 |
Year reconstructed: | 2017 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, posting recommended but not legally implemented [B] |
Average daily traffic: | 70 [as of 2010] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 59.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $10,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Very Good | Good | Very Good | 70 | 59.4 |
October 2015 | Fair | Fair | Fair | Fair | 70 | 37.2 |
December 2013 | Fair | Fair | Fair | Fair | 70 | 37.2 |
January 2012 | Fair | Fair | Fair | Fair | 70 | 37.2 |
December 2009 | Fair | Satisfactory | Satisfactory | Fair | 70 | 38.5 |
March 2008 | Fair | Satisfactory | Satisfactory | Fair | 70 | 38.5 |
June 2006 | Fair | Satisfactory | Satisfactory | Fair | 70 | 38.5 |
May 2004 | Fair | Satisfactory | Satisfactory | Fair | 70 | 38.2 |
April 2002 | Fair | Satisfactory | Satisfactory | Fair | 70 | 38.2 |
May 2000 | Fair | Satisfactory | Satisfactory | Fair | 50 | 46.6 |
April 1998 | Fair | Satisfactory | Satisfactory | Fair | 50 | 46.6 |
May 1996 | Fair | Good | Satisfactory | Fair | 50 | 46.6 |
January 1994 | Fair | Good | Satisfactory | Fair | 50 | 41.0 |
November 1991 | Fair | Good | Good | Fair | 50 | 46.1 |