C.R-3-CORNISH ROAD over MUDDY FORK CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | C.R-3-CORNISH ROAD over MUDDY FORK CREEK |
Structure number: | 000000000004688 |
Location: | 1/2 MILE NORTH NATHAN |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 302.2 ft. [92.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
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: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 1992] |
Truck traffic: | 1% of total traffic |
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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Very Good | Very Good | Very Good | 100 | 94.9 |
March 2016 | Good | Very Good | Very Good | Very Good | 100 | 94.9 |
March 2014 | Good | Very Good | Very Good | Very Good | 100 | 94.9 |
May 2012 | Good | Very Good | Very Good | Very Good | 100 | 94.9 |
May 2010 | Good | Very Good | Very Good | Very Good | 100 | 94.9 |
May 2008 | Good | Very Good | Very Good | Very Good | 100 | 94.9 |
May 2006 | Good | Very Good | Very Good | Very Good | 100 | 94.9 |
May 2004 | Good | Very Good | Very Good | Very Good | 100 | 94.9 |
May 2002 | Good | Very Good | Very Good | Very Good | 100 | 94.9 |
May 2000 | Good | Very Good | Very Good | Very Good | 100 | 94.9 |
October 1997 | Good | Very Good | Very Good | Very Good | 100 | 94.9 |
October 1995 | Good | Excellent | Excellent | Excellent | 100 | 94.9 |
November 1993 | Good | Excellent | Excellent | Excellent | 100 | 94.9 |