LOCAL over CREEK
Map
Coordinates:
+41.56832, -91.3235441°34'06" N, 91°19'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over CREEK |
Structure number: | 000000000258410 |
Location: | 078041601 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 35.1 ft. [10.7 m] |
Roadway width between curbs: | 19.7 ft. [6.0 m] |
Deck width edge-to-edge: | 23.6 ft. [7.2 m] |
Skew angle: | 23° |
Owner: | County Highway Agency [02] |
Year built: | 1937 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Main span material: | Steel [3] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 90 [as of 2014] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
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: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 30.9 |
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 |
---|
September 2017 | Poor | Poor | Poor | Satisfactory | 90 | 30.9 |
September 2015 | Poor | Poor | Poor | Satisfactory | 90 | 30.9 |
September 2013 | Poor | Poor | Poor | Satisfactory | 90 | 30.9 |
September 2011 | Poor | Poor | Poor | Satisfactory | 90 | 30.9 |
September 2009 | Poor | Fair | Poor | Satisfactory | 90 | 32.9 |
November 2007 | Poor | Fair | Poor | Satisfactory | 90 | 32.9 |
October 2005 | Fair | Fair | Fair | Satisfactory | 70 | 60.6 |
October 2003 | Fair | Fair | Fair | Satisfactory | 70 | 60.6 |
September 2001 | Fair | Fair | Fair | Satisfactory | 70 | 60.6 |
September 1999 | Fair | Fair | Fair | Satisfactory | 70 | 61.6 |
October 1997 | Fair | Satisfactory | Good | Good | 70 | 74.2 |
May 1996 | Fair | Satisfactory | Good | Good | 80 | 74.2 |
April 1994 | Fair | Satisfactory | Good | Good | 80 | 73.2 |
February 1992 | Fair | Satisfactory | Good | Good | 80 | 73.2 |