BLAINE ST/FAU 5405 over STREAM
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+40.88947, -98.3597440°53'22" N, 98°21'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BLAINE ST/FAU 5405 over STREAM |
Structure number: | U104513905 |
Location: | GRAND ISLAND BLAIN @ US34 |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1935 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2013
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 3,115 [as of 2013] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 6.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2013 | Poor | Fair | Poor | Satisfactory | 3115 | 6.0 |
January 2012 | Poor | Fair | Poor | Fair | 2680 | 17.4 |
January 2010 | Poor | Fair | Poor | Fair | 2815 | 17.3 |
November 2008 | Poor | Fair | Poor | Fair | 2815 | 17.3 |
July 2007 | Poor | Fair | Poor | Fair | 2680 | 17.4 |
November 2004 | Fair | Fair | Fair | Fair | 4080 | 31.6 |
November 2002 | Fair | Fair | Satisfactory | Satisfactory | 3970 | 42.2 |
November 2000 | Fair | Fair | Satisfactory | Satisfactory | 3200 | 42.4 |
November 1998 | Fair | Fair | Satisfactory | Satisfactory | 3175 | 42.4 |
November 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 2850 | 43.6 |
November 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 2880 | 43.7 |
November 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 1745 | 51.1 |
December 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 1745 | 51.1 |