194th Street over Dolph Creek
Map
Coordinates:
+44.57252, -97.3309144°34'21" N, 97°19'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 194th Street over Dolph Creek |
Structure number: | 000000029079160 |
Location: | 6W & 1S of Lake Norden |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.5 ft. [9.9 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span 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: | 38 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
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: | $560,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Fair | Poor | Fair | 38 | 39.0 |
June 2016 | Poor | Fair | Poor | Fair | 38 | 39.0 |
June 2014 | Poor | Fair | Poor | Fair | 38 | 71.0 |
June 2012 | Fair | Fair | Fair | Fair | 38 | 58.4 |
August 2010 | Fair | Fair | Fair | Fair | 38 | 58.4 |
August 2008 | Fair | Fair | Fair | Satisfactory | 38 | 58.4 |
August 2006 | Fair | Fair | Fair | Satisfactory | 38 | 58.4 |
July 2004 | Fair | Fair | Fair | Satisfactory | 38 | 58.4 |
August 2002 | Fair | Satisfactory | Fair | Satisfactory | 38 | 54.7 |
July 2000 | Fair | Satisfactory | Fair | Satisfactory | 38 | 53.5 |
September 1998 | Fair | Satisfactory | Fair | Satisfactory | 38 | 44.4 |
August 1996 | Fair | Satisfactory | Satisfactory | Good | 38 | 51.4 |
July 1994 | Fair | Satisfactory | Satisfactory | Good | 38 | 51.2 |
September 1992 | Fair | Satisfactory | Satisfactory | Good | 38 | 45.3 |
June 1990 | Good | Good | Good | Good | 38 | 47.6 |