CORP LINE RD over PLUM CREEK
Map
Coordinates:
+40.81749, -95.7559740°49'03" N, 95°45'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CORP LINE RD over PLUM CREEK |
Structure number: | 000000000011290 |
Location: | 070433510 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 101.1 ft. [30.8 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 5 [as of 2012] |
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 replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 32.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Fair | Fair | 5 | 32.2 |
April 2015 | Fair | Fair | Fair | Fair | 5 | 32.2 |
May 2013 | Fair | Fair | Fair | Fair | 5 | 32.2 |
May 2011 | Fair | Fair | Fair | Fair | 5 | 37.8 |
May 2009 | Fair | Satisfactory | Fair | Fair | 5 | 36.6 |
April 2007 | Fair | Satisfactory | Fair | Satisfactory | 5 | 38.8 |
March 2005 | Fair | Satisfactory | Fair | Satisfactory | 10 | 38.8 |
May 2003 | Fair | Satisfactory | Fair | Satisfactory | 10 | 38.8 |
May 2001 | Fair | Satisfactory | Fair | Satisfactory | 10 | 38.8 |
April 1999 | Fair | Satisfactory | Fair | Satisfactory | 10 | 38.8 |
May 1997 | Fair | Satisfactory | Fair | Satisfactory | 10 | 38.8 |
March 1995 | Fair | Satisfactory | Satisfactory | Good | 10 | 49.1 |
July 1993 | Fair | Satisfactory | Satisfactory | Good | 10 | 48.7 |
April 1991 | Fair | Satisfactory | Satisfactory | Good | 10 | 48.7 |