235 TH / E53 over HARDIN CREEK
Map
Coordinates:
+42.01511, -94.3255042°00'54" N, 94°19'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 235 TH / E53 over HARDIN CREEK |
Structure number: | 000000000162101 |
Location: | 083301005 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 175.9 ft. [53.6 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
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: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,050 [as of 2016] |
Truck traffic: | 9% 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: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Very Good | Very Good | 1050 | 91.2 |
June 2016 | Good | Good | Very Good | Very Good | 1480 | 91.1 |
June 2014 | Good | Good | Very Good | Very Good | 1480 | 91.1 |
June 2012 | Good | Good | Excellent | Very Good | 1480 | 91.1 |
April 2010 | Good | Good | Excellent | Very Good | 1520 | 91.1 |
May 2008 | Good | Good | Excellent | Very Good | 1520 | 91.1 |
June 2006 | Good | Good | Excellent | Very Good | 1570 | 91.1 |
June 2004 | Good | Good | Excellent | Excellent | 1610 | 91.1 |
January 2002 | Good | Good | Excellent | Excellent | 1610 | 91.1 |
February 2000 | Good | Excellent | Excellent | Excellent | 1610 | 91.1 |
February 1998 | Good | Excellent | Excellent | Excellent | 1370 | 91.2 |
December 1996 | Good | Excellent | Excellent | Excellent | 1370 | 91.2 |
April 1994 | Good | Excellent | Excellent | Excellent | 1300 | 78.2 |