LOCAL over NO. FORK MAQUOKETA RIVER
Map
Coordinates:
+42.50289, -91.1242842°30'10" N, 91°07'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over NO. FORK MAQUOKETA RIVER |
Structure number: | 000000000147650 |
Location: | 089021904 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 101.1 ft. [30.8 m] |
Roadway width between curbs: | 14.4 ft. [4.4 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Vertical clearance above deck: | 13.5 ft. [4.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 210 [as of 2017] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 17.0 |
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 |
---|
June 2018 | Poor | Poor | Serious | Fair | 210 | 17.0 |
June 2017 | Poor | Poor | Serious | Fair | 210 | 17.0 |
July 2016 | Poor | Poor | Serious | Fair | 210 | 17.0 |
July 2015 | Poor | Poor | Serious | Fair | 210 | 17.0 |
September 2014 | Poor | Poor | Serious | Fair | 210 | 17.0 |
May 2013 | Poor | Fair | Poor | Satisfactory | 210 | 21.7 |
April 2012 | Fair | Fair | Fair | Good | 210 | 37.6 |
April 2009 | Fair | Satisfactory | Fair | Good | 210 | 38.3 |
April 2007 | Fair | Satisfactory | Fair | Good | 210 | 38.6 |
March 2005 | Fair | Satisfactory | Fair | Good | 290 | 38.6 |
June 2003 | Fair | Satisfactory | Fair | Good | 290 | 38.3 |
June 2001 | Fair | Satisfactory | Fair | Good | 290 | 38.3 |
October 1998 | Fair | Good | Satisfactory | Good | 290 | 47.3 |
June 1997 | Fair | Good | Satisfactory | Good | 200 | 47.3 |
March 1995 | Good | Good | Good | Good | 200 | 47.3 |
April 1993 | Good | Good | Good | Good | 160 | 47.3 |
May 1991 | Good | Good | Good | Good | 160 | 58.0 |