GUILFORD AVE over INDPLS WATER CO CANAL
Map
Coordinates:
+39.87134, -86.1429139°52'17" N, 86°08'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GUILFORD AVE over INDPLS WATER CO CANAL |
Structure number: | 4900076 |
Location: | 00.10 N OF BROADRIPPLE AV |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 60.7 ft. [18.5 m] |
Total length: | 81.0 ft. [24.7 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1906 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 29,994 [as of 2014] |
Truck traffic: | 5% of total traffic |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 62.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | - | Satisfactory | Satisfactory | 29994 | 62.8 |
July 2016 | Fair | - | Satisfactory | Satisfactory | 29994 | 62.8 |
July 2014 | Fair | - | Satisfactory | Satisfactory | 29994 | 62.8 |
August 2012 | Poor | - | Serious | Poor | 27710 | 12.2 |
September 2010 | Poor | Serious | Serious | Poor | 27710 | 6.9 |
October 2008 | Poor | Poor | Serious | Poor | 1440 | 36.7 |
November 2006 | Poor | - | Serious | Poor | 1440 | 38.5 |
July 2004 | Poor | - | Poor | Fair | 1440 | 57.0 |
July 2002 | Poor | Fair | Poor | Fair | 1440 | 56.0 |
August 2000 | Poor | Fair | Poor | Fair | 1440 | 41.9 |
October 1998 | Poor | Fair | Poor | Fair | 1440 | 42.8 |
July 1996 | Poor | Fair | Poor | Fair | 1412 | 42.8 |
August 1994 | Fair | Fair | Fair | Fair | 1412 | 55.9 |
March 1992 | Fair | - | Fair | Fair | 1200 | 72.9 |
February 1990 | Fair | Fair | Fair | Fair | 1200 | 47.1 |