COUNTY HIGHWAY over DRY CREEK
Map
Coordinates:
+41.55111, -97.0398041°33'04" N, 97°02'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | COUNTY HIGHWAY over DRY CREEK |
Structure number: | C001912825 |
Location: | 11.2S 3.7E OF CLARKSON |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 96.1 ft. [29.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Skew angle: | 40° |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 30 [as of 2003] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
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: | 77.9 tons [70.8 metric tons] |
Inventory rating: | 46.9 tons [42.6 metric tons] |
Sufficiency rating: | 99.9 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
November 2015 | 99.9 | Good | Very Good | Very Good | Very Good | - | 30 |
November 2013 | 99.9 | Good | Very Good | Very Good | Very Good | - | 30 |
November 2011 | 100.0 | Good | Excellent | Excellent | Very Good | - | 30 |
November 2009 | 100.0 | Good | Excellent | Excellent | Excellent | - | 30 |
November 2007 | 100.0 | Good | Excellent | Excellent | Excellent | - | 30 |
December 2005 | 100.0 | Good | Excellent | Excellent | Excellent | - | 30 |
December 2003 | 100.0 | Good | Excellent | Excellent | Excellent | - | 30 |
October 2001 | 100.0 | Good | Excellent | Excellent | Excellent | - | 30 |
November 1999 | 100.0 | Good | Excellent | Excellent | Excellent | - | 30 |
October 1997 | 100.0 | Good | Excellent | Excellent | Excellent | - | 30 |
November 1995 | 100.0 | Good | Excellent | Excellent | Excellent | - | 30 |
September 1993 | 100.0 | Good | Excellent | Excellent | Excellent | - | 30 |
November 1992 | 41.9 | Poor | Fair | Very Good | Serious | SD | 30 |
November 1991 | 55.9 | Poor | Fair | Very Good | Poor | SD | 30 |