COUNTY HIGHWAY over FRENCHMAN CREEK
Map
Coordinates:
+40.44833, -101.6700040°26'54" N, 101°40'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY HIGHWAY over FRENCHMAN CREEK |
Structure number: | C001503605P |
Location: | 4.5S 1.2W OF IMPERIAL |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span 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: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 30 [as of 2003] |
Truck traffic: | 25% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Very Good | Very Good | Very Good | 30 | 96.7 |
August 2015 | Good | Very Good | Very Good | Very Good | 30 | 96.6 |
August 2013 | Good | Very Good | Very Good | Very Good | 30 | 96.6 |
August 2011 | Good | Excellent | Excellent | Very Good | 30 | 98.0 |
October 2009 | Good | Excellent | Excellent | Very Good | 30 | 98.0 |
December 2008 | Good | Excellent | Excellent | Very Good | 30 | 98.0 |
October 2006 | Good | Excellent | Excellent | Excellent | 30 | 98.0 |
October 2004 | Good | Excellent | Excellent | Excellent | 30 | 98.0 |
October 2002 | Fair | Satisfactory | Fair | Satisfactory | 15 | 48.3 |
September 2000 | Fair | Satisfactory | Good | Satisfactory | 15 | 59.3 |
July 1998 | Fair | Satisfactory | Good | Satisfactory | 15 | 59.3 |
July 1996 | Fair | Satisfactory | Good | Satisfactory | 15 | 59.3 |
April 1994 | Fair | Satisfactory | Very Good | Satisfactory | 15 | 59.3 |
June 1992 | Fair | Satisfactory | Very Good | Satisfactory | 15 | 59.3 |
August 1990 | Fair | Satisfactory | Very Good | Satisfactory | 15 | 59.3 |