Share: 
180th Street over Trib. to Stray Horse Crk
Map
Coordinates:
+44.77548, -96.90228
44°46'32" N, 96°54'08" W
+44.77548, -96.90228
44°46'32" N, 96°54'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 180th Street over Trib. to Stray Horse Crk |
| Structure number: | 000000029291020 |
| Location: | 3N & 7.1E of Castlewood |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 10.5 ft. [3.2 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1935 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 40 [as of 2016] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 39.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $514,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Poor | Satisfactory | Poor | Serious | 40 | 39.0 |
| June 2016 | Poor | Satisfactory | Poor | Serious | 40 | 39.0 |
| May 2014 | Poor | Satisfactory | Satisfactory | Critical | 40 | 39.0 |
| June 2012 | Poor | Satisfactory | Satisfactory | Critical | 40 | 39.0 |
| August 2010 | Poor | Satisfactory | Satisfactory | Critical | 40 | 39.0 |
| August 2009 | Poor | Fair | Satisfactory | Critical | 40 | 38.0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492010
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492010