150TH ST over NORTH FORK SNAKE CK
Map
Coordinates:
+45.21597, -98.9495445°12'57" N, 98°56'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 150TH ST over NORTH FORK SNAKE CK |
Structure number: | 000000025305020 |
Location: | 3N CRESBARD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 15 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 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] |
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: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Very Good | Very Good | 15 | 98.0 |
September 2016 | Good | Good | Very Good | Very Good | 15 | 98.0 |
October 2014 | Good | Good | Very Good | Very Good | 15 | 98.0 |
October 2012 | Good | Good | Very Good | Very Good | 15 | 98.0 |
September 2010 | Good | Good | Very Good | Very Good | 15 | 98.0 |
August 2008 | Good | Good | Very Good | Very Good | 15 | 98.0 |
August 2006 | Good | Good | Very Good | Very Good | 15 | 98.0 |
June 2004 | Good | Good | Very Good | Very Good | 15 | 98.0 |
September 2003 | Good | Good | Very Good | Very Good | 15 | 98.0 |
September 2002 | Poor | Good | Satisfactory | Serious | 65 | 41.2 |
August 2000 | Poor | Good | Satisfactory | Poor | 65 | 55.2 |
September 1998 | Poor | Good | Satisfactory | Poor | 65 | 55.2 |
July 1996 | Fair | Satisfactory | Satisfactory | Fair | 65 | 70.7 |
August 1994 | Fair | Satisfactory | Satisfactory | Fair | 65 | 62.9 |
August 1992 | Fair | Satisfactory | Satisfactory | Fair | 65 | 59.9 |
August 1990 | Fair | Satisfactory | Satisfactory | Fair | 65 | 59.9 |