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COUNTY RD over DRAINAGE DITCH
Map
Coordinates:
+43.25530, -97.14137
43°15'19" N, 97°08'29" W
+43.25530, -97.14137
43°15'19" N, 97°08'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD over DRAINAGE DITCH |
| Structure number: | 000000063130172 |
| Location: | 9.2S PARKER |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 64.3 ft. [19.6 m] |
| Total length: | 65.0 ft. [19.8 m] |
| Roadway width between curbs: | 21.0 ft. [6.4 m] |
| Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2016 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25 [as of 2016] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| 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 minimum criteria [6] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| 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: | 99.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Good | Very Good | Very Good | Good | 25 | 99.0 |
| July 2016 | Good | Very Good | Very Good | Good | 25 | 99.0 |
| July 2014 | Poor | Fair | Critical | Serious | 25 | 38.0 |
| June 2012 | Poor | Fair | Critical | Serious | 25 | 38.0 |
| July 2010 | Poor | Fair | Serious | Serious | 25 | 38.0 |
| August 2008 | Poor | Fair | Serious | Serious | 25 | 38.0 |
| August 2006 | Poor | Fair | Serious | Serious | 25 | 38.0 |
| June 2004 | Poor | Fair | Satisfactory | Serious | 25 | 38.0 |
| June 2002 | Poor | Fair | Satisfactory | Serious | 25 | 38.0 |
| August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 52.6 |
| August 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 52.6 |
| June 1996 | Fair | Good | Fair | Fair | 25 | 45.2 |
| May 1994 | Fair | Good | Fair | Fair | 25 | 39.0 |
| June 1992 | Fair | Good | Satisfactory | Fair | 25 | 45.0 |
| April 1990 | Fair | Good | Satisfactory | Fair | 25 | 45.0 |
© 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/1495166
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1495166