42020 KEIPER RD. over JAMES RV
Map
Coordinates:
+43.42598, -97.7943743°25'34" N, 97°47'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 42020 KEIPER RD. over JAMES RV |
Structure number: | 000000034162052 |
Location: | 0.4 NE MILLTOWN |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 82.0 ft. [25.0 m] |
Total length: | 378.0 ft. [115.2 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1964 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 260 [as of 2016] |
Truck traffic: | 3% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.2 |
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 |
---|
June 2018 | Fair | Good | Good | Satisfactory | 260 | 96.2 |
June 2016 | Fair | Good | Good | Satisfactory | 260 | 96.2 |
June 2014 | Fair | Good | Good | Satisfactory | 260 | 92.1 |
June 2012 | Good | Good | Good | Good | 260 | 96.0 |
October 2010 | Good | Good | Good | Good | 260 | 96.4 |
October 2008 | Good | Good | Good | Good | 260 | 96.4 |
July 2006 | Good | Good | Good | Good | 260 | 96.4 |
September 2004 | Good | Good | Good | Good | 260 | 96.4 |
July 2002 | Good | Good | Good | Good | 260 | 91.4 |
October 2000 | Good | Good | Good | Good | 260 | 91.4 |
October 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 260 | 91.4 |
November 1996 | Good | Good | Very Good | Good | 260 | 91.4 |
November 1994 | Good | Good | Very Good | Good | 260 | 96.3 |
October 1992 | Good | Good | Very Good | Good | 260 | 97.7 |
July 1990 | Good | Very Good | Very Good | Very Good | 260 | 97.7 |