SE 16TH ST over SKUNK RIVER
Map
Coordinates:
+42.00828, -93.5957442°00'30" N, 93°35'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SE 16TH ST over SKUNK RIVER |
Structure number: | 000000000314860 |
Location: | A11700795 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 111.9 ft. [34.1 m] |
Total length: | 276.9 ft. [84.4 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 52.2 ft. [15.9 m] |
Skew angle: | 15° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2007 |
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: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,560 [as of 2015] |
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: | 92.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Very Good | Very Good | 4560 | 92.6 |
April 2016 | Good | Good | Very Good | Very Good | 4560 | 92.6 |
April 2014 | Good | Good | Excellent | Very Good | 6000 | 91.2 |
April 2012 | Good | Excellent | Excellent | Excellent | 6000 | 89.2 |
April 2010 | Good | Excellent | Excellent | Excellent | 780 | 93.0 |
April 2008 | Good | Excellent | Excellent | Excellent | 780 | 95.0 |
June 2006 | Poor | Poor | Good | Very Good | 780 | 43.1 |
December 2004 | Poor | Poor | Good | Very Good | 780 | 43.1 |
January 2003 | Poor | Poor | Good | Very Good | 780 | 45.3 |
March 2001 | Poor | Poor | Good | Very Good | 780 | 42.8 |
November 1998 | Poor | Poor | Good | Very Good | 90 | 45.8 |
October 1996 | Poor | Poor | Good | Very Good | 90 | 45.8 |
February 1995 | Poor | Poor | Good | Very Good | 90 | 45.8 |
October 1992 | Fair | Fair | Very Good | Very Good | 90 | 47.8 |
March 1991 | Fair | Fair | Very Good | Very Good | 90 | 48.8 |