ROOSEVELT AVE over MILL CR
Map
Coordinates:
+41.93304, -91.0200141°55'59" N, 91°01'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROOSEVELT AVE over MILL CR |
Structure number: | 000000000104531 |
Location: | 082020106 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 116.1 ft. [35.4 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Skew angle: | 15° |
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 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 90 [as of 2010] |
Deck condition: | Very Good [8 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 100.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2015 | Good | Very Good | Very Good | Very Good | 90 | 100.0 |
May 2013 | Good | Very Good | Very Good | Very Good | 90 | 100.0 |
May 2011 | Good | Excellent | Excellent | Excellent | 90 | 100.0 |
May 2009 | Good | Excellent | Excellent | Excellent | 90 | 100.0 |
July 2007 | Good | Excellent | Excellent | Excellent | 90 | 100.0 |
June 2005 | Good | Excellent | Excellent | Excellent | 90 | 100.0 |