S15A CHAMPION SPUR over FRENCHMAN CREEK
Map
Coordinates:
+40.47069, -101.7418740°28'14" N, 101°44'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S15A CHAMPION SPUR over FRENCHMAN CREEK |
Structure number: | SS15A00663 |
Location: | 1N CHAMPION |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 86.9 ft. [26.5 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,115 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Sufficiency rating: | 83.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 1115 | 83.9 |
April 2016 | Fair | Fair | Fair | Good | 965 | 72.7 |
April 2014 | Fair | Fair | Fair | Good | 965 | 72.7 |
April 2012 | Fair | Fair | Fair | Good | 1260 | 73.5 |
April 2010 | Fair | Fair | Fair | Good | 1135 | 73.5 |
April 2008 | Fair | Fair | Fair | Good | 1135 | 73.5 |
April 2006 | Fair | Fair | Fair | Good | 1140 | 58.9 |
October 2004 | Fair | Fair | Good | Good | 1250 | 68.9 |
April 2002 | Fair | Fair | Satisfactory | Good | 1110 | 69.0 |
October 2000 | Fair | Fair | Satisfactory | Good | 980 | 70.0 |
October 1998 | Fair | Fair | Satisfactory | Good | 980 | 70.0 |
November 1996 | Fair | Fair | Fair | Good | 875 | 60.0 |
November 1994 | Fair | Fair | Fair | Good | 780 | 61.0 |
September 1992 | Fair | Fair | Fair | Good | 915 | 60.9 |
December 1990 | Fair | Fair | Fair | Good | 915 | 60.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 58 | 58 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 104 | 100 | 4 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 58 | 58 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 176 | 0 | 156 | 20 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,695 | 2,655 | 40 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,283 | 2,283 | 0 | 0 | 0 |