26960 444 AVE over WEST FORK VERMILLION RV
Map
Coordinates:
+43.47870, -97.3201543°28'43" N, 97°19'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 26960 444 AVE over WEST FORK VERMILLION RV |
Structure number: | 000000063040016 |
Location: | 0.6S & 3E DOLTON |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 50.5 ft. [15.4 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
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 / HS 20 [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: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 97 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 75.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $25,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Very Good | Fair | 97 | 75.8 |
September 2015 | Fair | Satisfactory | Very Good | Fair | 97 | 75.8 |
September 2013 | Fair | Satisfactory | Very Good | Fair | 97 | 75.8 |
September 2011 | Fair | Satisfactory | Very Good | Fair | 97 | 75.8 |
October 2009 | Fair | Satisfactory | Very Good | Fair | 97 | 75.8 |
August 2007 | Fair | Satisfactory | Very Good | Fair | 97 | 83.0 |
August 2006 | Fair | Satisfactory | Very Good | Fair | 97 | 83.0 |
July 2004 | Fair | Satisfactory | Very Good | Fair | 97 | 83.0 |
June 2002 | Poor | Satisfactory | Very Good | Poor | 97 | 67.0 |
August 2000 | Fair | Good | Very Good | Fair | 97 | 83.0 |
August 1998 | Fair | Good | Very Good | Fair | 97 | 83.0 |
April 1996 | Good | Excellent | Excellent | Very Good | 97 | 94.0 |
May 1994 | Fair | Excellent | Excellent | Satisfactory | 97 | 94.0 |
May 1992 | Fair | Excellent | Excellent | Satisfactory | 97 | 94.0 |
May 1991 | Good | Excellent | Excellent | Good | 97 | 94.0 |