FAS 1325 over FRENCHMAN CREEK
Map
Coordinates:
+40.43726, -101.6662240°26'14" N, 101°39'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 1325 over FRENCHMAN CREEK |
Structure number: | C001504105 |
Location: | WJCT US6/N61 2W |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 45° |
Owner: | County Highway Agency [02] |
Year built: | 1973 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Other [9] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 415 [as of 2011] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 82.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Excellent | Good | Good | 415 | 82.1 |
August 2015 | Good | Excellent | Very Good | Good | 415 | 82.1 |
August 2013 | Good | Good | Very Good | Good | 415 | 82.1 |
August 2011 | Good | Good | Very Good | Good | 415 | 83.8 |
September 2009 | Good | Very Good | Very Good | Good | 390 | 84.8 |
March 2008 | Good | Very Good | Very Good | Good | 390 | 84.8 |
October 2005 | Good | Very Good | Very Good | Very Good | 360 | 84.8 |
December 2003 | Good | Very Good | Very Good | Very Good | 360 | 84.8 |
September 2001 | Good | Very Good | Very Good | Very Good | 315 | 84.8 |
November 1999 | Good | Very Good | Very Good | Very Good | 315 | 84.8 |
September 1997 | Good | Very Good | Very Good | Very Good | 305 | 84.8 |
September 1995 | Good | Very Good | Very Good | Very Good | 100 | 84.9 |
April 1993 | Good | Very Good | Very Good | Very Good | 100 | 84.9 |
October 1991 | Good | Very Good | Very Good | Very Good | 100 | 95.5 |