180th Street over Stray Horse Creek
Map
Coordinates:
+44.77531, -96.9481944°46'31" N, 96°56'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 180th Street over Stray Horse Creek |
Structure number: | 000000029268020 |
Location: | 3.8E & 3N of Castlewood |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 37.4 ft. [11.4 m] |
Total length: | 100.4 ft. [30.6 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Skew angle: | 45° |
Owner: | County Highway Agency [02] |
Year built: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 118 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Satisfactory | 118 | 100.0 |
June 2016 | Fair | Good | Good | Satisfactory | 118 | 98.3 |
May 2014 | Fair | Fair | Satisfactory | Fair | 118 | 81.3 |
June 2012 | Fair | Fair | Satisfactory | Fair | 118 | 88.0 |
August 2010 | Fair | Fair | Satisfactory | Fair | 118 | 88.0 |
August 2008 | Fair | Fair | Satisfactory | Fair | 118 | 88.0 |
August 2006 | Fair | Good | Good | Satisfactory | 118 | 100.0 |
July 2004 | Good | Good | Good | Good | 118 | 100.0 |
August 2002 | Good | Good | Good | Good | 118 | 100.0 |
July 2000 | Good | Good | Good | Good | 118 | 100.0 |
September 1998 | Good | Good | Good | Good | 118 | 100.0 |
August 1996 | Good | Very Good | Very Good | Very Good | 118 | 100.0 |
July 1994 | Good | Very Good | Very Good | Very Good | 118 | 100.0 |
September 1992 | Good | Very Good | Very Good | Very Good | 118 | 100.0 |
December 1991 | Good | Very Good | Very Good | Very Good | 118 | 100.0 |