465th Avenue over Hidewood Creek
Map
Coordinates:
+44.61177, -96.9051144°36'42" N, 96°54'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 465th Avenue over Hidewood Creek |
Structure number: | 000000029290133 |
Location: | 1.7N of Estelline |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 76.1 ft. [23.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 10° |
Owner: | County Highway Agency [02] |
Year built: | 2005 |
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: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 720 [as of 2016] |
Truck traffic: | 9% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 720 | 95.5 |
June 2016 | Good | Good | Good | Good | 720 | 93.1 |
May 2014 | Good | Good | Very Good | Good | 720 | 93.1 |
July 2012 | Good | Good | Very Good | Good | 720 | 93.1 |
August 2010 | Good | Good | Very Good | Good | 720 | 93.1 |
August 2008 | Good | Good | Very Good | Good | 720 | 93.1 |
August 2006 | Good | Good | Very Good | Good | 720 | 93.1 |
October 2005 | Good | Good | Very Good | Good | 720 | 93.1 |
July 2004 | Poor | Fair | Satisfactory | Imminent Failure | 377 | 39.6 |
August 2002 | Poor | Satisfactory | Good | Serious | 377 | 48.5 |
July 2000 | Poor | Fair | Good | Serious | 377 | 47.5 |
September 1998 | Fair | Good | Good | Fair | 377 | 85.9 |
August 1996 | Fair | Very Good | Very Good | Satisfactory | 377 | 96.9 |
August 1994 | Good | Very Good | Very Good | Good | 377 | 96.9 |
September 1992 | Good | Very Good | Very Good | Good | 377 | 96.9 |
May 1990 | Good | Very Good | Very Good | Good | 377 | 96.9 |