241st Street over Pipestone Creek
Map
Coordinates:
+43.89107, -96.4995043°53'28" N, 96°29'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 241st Street over Pipestone Creek |
Structure number: | 000000051193210 |
Location: | 7.3E & 1S of Trent |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 114.8 ft. [35.0 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 45 [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: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 45 | 100.0 |
August 2016 | Good | Good | Good | Good | 45 | 100.0 |
July 2014 | Good | Good | Good | Good | 45 | 100.0 |
August 2012 | Good | Good | Good | Good | 45 | 99.0 |
October 2010 | Good | Good | Good | Good | 45 | 98.0 |
August 2008 | Good | Good | Good | Good | 45 | 98.0 |
June 2006 | Good | Good | Good | Good | 45 | 98.0 |
July 2004 | Good | Good | Good | Good | 45 | 98.0 |
April 2002 | Good | Good | Good | Good | 45 | 98.0 |
September 1998 | Poor | Satisfactory | Serious | Critical | 45 | 24.9 |
July 1996 | Poor | Satisfactory | Poor | Serious | 45 | 24.9 |
June 1994 | Poor | Satisfactory | Poor | Serious | 45 | 24.9 |
July 1992 | Poor | Satisfactory | Poor | Serious | 45 | 30.6 |
August 1990 | Poor | Satisfactory | Good | Poor | 45 | 24.9 |