RIVER ST over IOWA RIVER
Map
Coordinates:
+42.51738, -93.2684542°31'03" N, 93°16'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RIVER ST over IOWA RIVER |
Structure number: | 000000000006610 |
Location: | 000000000 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 140.1 ft. [42.7 m] |
Total length: | 180.1 ft. [54.9 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 44.9 ft. [13.7 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1922 |
Year reconstructed: | 1984 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,390 [as of 2017] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 89.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Poor | Satisfactory | Good | 2390 | 89.3 |
June 2016 | Fair | Fair | Good | Good | 3050 | 61.4 |
May 2014 | Good | Good | Good | Good | 3050 | 62.4 |
May 2012 | Good | Good | Good | Good | 3050 | 62.4 |
May 2010 | Good | Good | Very Good | Very Good | 3050 | 70.9 |
May 2008 | Good | Good | Very Good | Very Good | 3050 | 70.9 |
May 2006 | Good | Very Good | Very Good | Very Good | 3050 | 71.2 |
July 2004 | Good | Very Good | Very Good | Very Good | 2510 | 82.4 |
July 2002 | Good | Very Good | Very Good | Very Good | 2510 | 82.4 |
July 2000 | Good | Very Good | Very Good | Very Good | 2510 | 82.4 |
September 1998 | Good | Very Good | Very Good | Very Good | 2510 | 82.1 |
July 1996 | Good | Very Good | Very Good | Very Good | 1800 | 83.1 |
August 1994 | Good | Very Good | Very Good | Very Good | 1800 | 82.6 |
April 1992 | Good | Very Good | Very Good | Very Good | 2114 | 83.6 |
June 1990 | Good | Very Good | Very Good | Very Good | 2114 | 83.6 |