ROAD E over DRY CREEK
Map
Coordinates:
+40.06019, -98.6685440°03'37" N, 98°40'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | ROAD E over DRY CREEK |
Structure number: | C009104205 |
Location: | 2S 1W INAVALE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 35.1 ft. [10.7 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 16.7 ft. [5.1 m] |
Owner: | County Highway Agency [02] |
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: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2015
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 10 [as of 2003] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Operating rating: | 15.0 tons [13.6 metric tons] |
Inventory rating: | 9.0 tons [8.2 metric tons] |
Sufficiency rating: | 38.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2015 | 38.7 | Fair | Good | Satisfactory | Satisfactory | SD | 10 |
September 2013 | 48.7 | Fair | Good | Satisfactory | Satisfactory | SD | 10 |
November 2011 | 37.5 | Fair | Fair | Satisfactory | Fair | SD | 10 |
November 2009 | 39.5 | Fair | Satisfactory | Satisfactory | Fair | SD | 10 |
May 2007 | 52.9 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 10 |
November 2005 | 52.9 | Fair | Satisfactory | Satisfactory | Good | FO | 10 |
December 2003 | 52.9 | Fair | Good | Satisfactory | Good | FO | 10 |
November 2002 | 52.9 | Fair | Good | Satisfactory | Good | FO | 10 |
December 2001 | 30.5 | Poor | Fair | Satisfactory | Poor | SD | 10 |
December 2000 | 30.5 | Poor | Fair | Satisfactory | Poor | SD | 10 |
December 1999 | 30.5 | Poor | Fair | Satisfactory | Poor | SD | 10 |
December 1997 | 30.5 | Poor | Fair | Satisfactory | Poor | SD | 10 |
November 1995 | 31.5 | Poor | Satisfactory | Satisfactory | Poor | SD | 10 |
November 1994 | 31.5 | Poor | Satisfactory | Satisfactory | Poor | SD | 10 |
November 1992 | 38.8 | Poor | Satisfactory | Satisfactory | Poor | SD | 10 |
December 1990 | 38.8 | Poor | Satisfactory | Satisfactory | Poor | SD | 10 |