LOCAL RD. 16.5-F.8 over STRANGER CREEK
Map
Coordinates:
+39.50372, -95.2819539°30'13" N, 95°16'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL RD. 16.5-F.8 over STRANGER CREEK |
Structure number: | 000031039503682 |
Location: | KINGMAN RD 1.2 S 262ND RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 128.9 ft. [39.3 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1940 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 10 [as of 2007] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 condition. [5] |
Sufficiency rating: | 27.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Fair | Fair | Fair | 10 | 27.7 |
July 2016 | Fair | Fair | Fair | Fair | 10 | 27.7 |
April 2014 | Fair | Fair | Fair | Fair | 10 | 27.7 |
May 2012 | Fair | Fair | Fair | Fair | 10 | 38.3 |
May 2010 | Fair | Fair | Fair | Fair | 10 | 38.3 |
March 2006 | Fair | Fair | Fair | Fair | 10 | 38.3 |
March 2004 | Fair | Fair | Fair | Fair | 10 | 38.3 |
January 2002 | Fair | Fair | Fair | Fair | 10 | 38.3 |
March 2000 | Fair | Fair | Fair | Fair | 10 | 38.3 |
May 1998 | Fair | Fair | Fair | Fair | 10 | 38.5 |
July 1996 | Fair | Fair | Fair | Fair | 10 | 38.3 |
May 1994 | Fair | Fair | Fair | Satisfactory | 10 | 38.3 |
September 1992 | Fair | Good | Satisfactory | Satisfactory | 10 | 49.3 |
September 1990 | Fair | Good | Satisfactory | Satisfactory | 10 | 49.3 |