BLUFF ROAD over PLUM CREEK
Map
Coordinates:
+40.91600, -97.0810040°54'58" N, 97°04'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BLUFF ROAD over PLUM CREEK |
Structure number: | C008002015 |
Location: | E EDGE OF SEWARD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 101.1 ft. [30.8 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 23.6 ft. [7.2 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1967 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2003] |
Truck traffic: | 10% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
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 minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
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: | 36.1 |
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 |
---|
June 2017 | Poor | Poor | Poor | Fair | 100 | 36.1 |
June 2015 | Poor | Poor | Poor | Fair | 100 | 36.1 |
June 2013 | Poor | Poor | Poor | Fair | 100 | 36.1 |
June 2011 | Poor | Poor | Poor | Fair | 100 | 36.9 |
June 2009 | Poor | Fair | Poor | Fair | 100 | 38.9 |
June 2007 | Poor | Fair | Poor | Fair | 100 | 38.9 |
October 2005 | Poor | Fair | Poor | Fair | 100 | 36.9 |
October 2003 | Poor | Fair | Poor | Fair | 100 | 36.9 |
November 2001 | Poor | Fair | Poor | Fair | 100 | 36.9 |
November 1999 | Poor | Fair | Poor | Fair | 100 | 36.9 |
November 1997 | Poor | Fair | Poor | Fair | 100 | 36.9 |
October 1995 | Poor | Fair | Poor | Fair | 100 | 31.9 |
October 1993 | Poor | Fair | Poor | Fair | 100 | 31.9 |
October 1991 | Poor | Satisfactory | Poor | Satisfactory | 100 | 32.9 |