SD027 over CROW CK
Map
Coordinates:
+45.75880, -97.7508945°45'32" N, 97°45'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SD027 over CROW CK |
Structure number: | 000000046110123 |
Location: | 2.3 S JCT SD 10 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 31.5 ft. [9.6 m] |
Total length: | 86.6 ft. [26.4 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1977 |
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: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 888 [as of 2017] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 93.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 888 | 93.2 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 676 | 93.6 |
June 2014 | Fair | Satisfactory | Satisfactory | Good | 625 | 93.7 |
June 2012 | Fair | Satisfactory | Satisfactory | Good | 815 | 93.4 |
June 2010 | Fair | Satisfactory | Satisfactory | Good | 835 | 93.3 |
June 2008 | Fair | Good | Satisfactory | Good | 955 | 93.1 |
September 2007 | Fair | Good | Satisfactory | Good | 1032 | 92.9 |
June 2004 | Fair | Satisfactory | Satisfactory | Good | 720 | 93.6 |
July 2000 | Fair | Satisfactory | Satisfactory | Good | 755 | 91.5 |
August 1996 | Good | Good | Very Good | Very Good | 949 | 91.1 |
September 1994 | Good | Good | Very Good | Excellent | 970 | 91.0 |
November 1992 | Good | Good | Excellent | Excellent | 815 | 91.4 |
April 1990 | Good | Good | Excellent | Excellent | 877 | 91.2 |