E2080 over CADDO CREEK
Map
Coordinates:
+33.99736, -96.1905833°59'50" N, 96°11'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E2080 over CADDO CREEK |
Structure number: | 012190000000000 |
Old structure number: | 07E2080N3830005 (from 1992 edition) |
Location: | 2.6SW OF BOKCHITO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 120.1 ft. [36.6 m] |
Total length: | 122.1 ft. [37.2 m] |
Roadway width between curbs: | 17.1 ft. [5.2 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Vertical clearance above deck: | 12.1 ft. [3.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1921 |
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] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 49.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $565,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Fair | Fair | 100 | 49.7 |
September 2017 | Fair | Fair | Fair | Fair | 100 | 49.7 |
October 2016 | Fair | Fair | Fair | Fair | 100 | 49.7 |
October 2014 | Fair | Fair | Fair | Satisfactory | 100 | 51.7 |
November 2012 | Fair | Fair | Fair | Good | 100 | 51.7 |
November 2010 | Fair | Fair | Fair | Good | 100 | 46.7 |
February 2009 | Fair | Fair | Fair | Good | 100 | 22.2 |
July 2006 | Fair | Fair | Fair | Good | 100 | 44.3 |
September 2004 | Fair | Fair | Fair | Good | 100 | 44.3 |
September 2002 | Poor | Fair | Serious | Good | 100 | 29.8 |
October 2000 | Poor | Fair | Serious | Good | 100 | 29.8 |
September 1998 | Poor | Fair | Serious | Fair | 40 | 29.9 |
September 1996 | Poor | Fair | Critical | Satisfactory | 100 | 29.8 |
September 1994 | Poor | Fair | Poor | Fair | 100 | 22.2 |
October 1992 | Fair | Fair | Satisfactory | Satisfactory | 100 | 44.7 |
January 1991 | Good | Good | Good | Good | 100 | 47.7 |