Broadway Street over Coop Creek-Mansfield
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Broadway Street over Coop Creek-Mansfield |
Structure number: | 000000000019476 |
Location: | 0.43 EAST 6TH ST. |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Skew angle: | 30° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1940 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
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: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 110 [as of 1987] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 70.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $236,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 110 | 70.7 |
September 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 110 | 70.7 |
October 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 110 | 70.7 |
October 2012 | Fair | Good | Good | Satisfactory | 110 | 70.7 |
December 2010 | Fair | Good | Good | Satisfactory | 110 | 70.7 |
December 2008 | Fair | Good | Good | Satisfactory | 110 | 68.1 |
January 2007 | Fair | Good | Good | Satisfactory | 110 | 68.1 |
January 2005 | Fair | Good | Good | Satisfactory | 110 | 68.1 |
February 2003 | Fair | Good | Good | Satisfactory | 110 | 67.8 |
February 2001 | Fair | Good | Good | Satisfactory | 110 | 67.8 |
February 1999 | Fair | Good | Good | Satisfactory | 110 | 67.8 |
January 1997 | Fair | Good | Good | Satisfactory | 110 | 67.8 |
January 1995 | Fair | Good | Good | Satisfactory | 110 | 67.8 |
January 1993 | Good | Good | Good | Good | 110 | 64.5 |
March 1991 | Good | Good | Good | Good | 110 | 64.5 |