UPLAND RD. over CATLIN CREEK
Map
Coordinates:
+38.26547, -96.9804438°15'56" N, 96°58'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | UPLAND RD. over CATLIN CREEK |
Structure number: | 000570859305387 |
Location: | 1.9W 1.3N OF FLORENCE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1945 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 40 [as of 2011] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 conditions; field review indicates action is required. [4] |
Sufficiency rating: | 71.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Satisfactory | Fair | 40 | 71.2 |
January 2017 | Fair | Satisfactory | Satisfactory | Fair | 40 | 71.2 |
November 2014 | Fair | Satisfactory | Satisfactory | Fair | 40 | 71.2 |
December 2012 | Fair | Satisfactory | Satisfactory | Fair | 40 | 71.2 |
October 2010 | Fair | Satisfactory | Satisfactory | Fair | 40 | 71.2 |
November 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 82.2 |
September 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 82.2 |
May 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 82.2 |
April 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 82.2 |
July 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 82.2 |
April 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 81.5 |
March 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 80.2 |
August 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 80.2 |
October 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 80.2 |
February 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 80.2 |