SH 354 over West Cheyenne Creek
Map
Coordinates:
+35.67664, -102.2710535°40'36" N, 102°16'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 354 over West Cheyenne Creek |
Structure number: | 041040004103050 |
Location: | 6.8 Mi W of Moore C/L |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 128.0 ft. [39.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Skew angle: | 26° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 520 [as of 2013] |
Truck traffic: | 24% 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: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 520 | 96.2 |
September 2016 | Good | Good | Good | Good | 520 | 96.2 |
September 2014 | Good | Good | Good | Good | 330 | 96.5 |
September 2012 | Good | Good | Good | Good | 330 | 96.5 |
January 2011 | Good | Good | Good | Good | 330 | 96.5 |
January 2009 | Good | Good | Good | Good | 210 | 96.7 |
February 2007 | Good | Good | Good | Good | 220 | 96.7 |
April 2005 | Good | Good | Good | Good | 220 | 97.7 |
December 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 88.5 |
December 2001 | Fair | Satisfactory | Satisfactory | Good | 170 | 89.6 |
February 2000 | Fair | Satisfactory | Satisfactory | Good | 220 | 89.5 |
February 1998 | Fair | Satisfactory | Good | Good | 180 | 89.5 |
January 1996 | Fair | Satisfactory | Good | Good | 210 | 89.5 |
February 1994 | Good | Good | Very Good | Good | 150 | 89.6 |
February 1992 | Good | Good | Good | Good | 170 | 96.8 |