SKY PARK RD over PRAIRIE CREEK
Map
Coordinates:
+41.02333, -98.3200041°01'24" N, 98°19'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SKY PARK RD over PRAIRIE CREEK |
Structure number: | C004024325 |
Location: | 5.7N GRAND ISLAND |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 18.7 ft. [5.7 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1935 |
Year reconstructed: | 1960 |
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: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 45 [as of 2003] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 conditions; field review indicates action is required. [4] |
Sufficiency rating: | 43.2 |
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 |
---|
September 2017 | Fair | Fair | Fair | Satisfactory | 45 | 43.2 |
September 2015 | Fair | Fair | Fair | Satisfactory | 45 | 43.2 |
September 2013 | Fair | Fair | Fair | Satisfactory | 45 | 41.2 |
January 2012 | Fair | Fair | Fair | Satisfactory | 45 | 41.2 |
January 2010 | Poor | Poor | Fair | Satisfactory | 45 | 39.2 |
July 2007 | Poor | Poor | Poor | Fair | 45 | 28.9 |
November 2004 | Poor | Poor | Poor | Fair | 45 | 28.9 |
October 2002 | Poor | Poor | Poor | Fair | 45 | 28.9 |
October 2000 | Poor | Poor | Poor | Fair | 45 | 28.9 |
November 1998 | Poor | Poor | Poor | Fair | 45 | 28.9 |
August 1996 | Poor | Poor | Poor | Fair | 45 | 28.9 |
December 1994 | Poor | Poor | Poor | Fair | 45 | 28.9 |
September 1992 | Poor | Poor | Poor | Fair | 45 | 28.9 |
November 1990 | Poor | Fair | Poor | Fair | 45 | 30.9 |