GARFIELD PARK RD over PLEASANT RUN
Map
Coordinates:
+39.73526, -86.1497939°44'07" N, 86°08'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GARFIELD PARK RD over PLEASANT RUN |
Structure number: | 4900315 |
Location: | 00.12 S OF RAYMOND ST |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 70.5 ft. [21.5 m] |
Total length: | 74.2 ft. [22.6 m] |
Roadway width between curbs: | 34.8 ft. [10.6 m] |
Deck width edge-to-edge: | 53.5 ft. [16.3 m] |
Skew angle: | 21° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1927 |
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: August 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 1,915 [as of 2014] |
Truck traffic: | 5% of total traffic |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 40.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $715,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Poor | - | Poor | Serious | 1915 | 40.4 |
August 2017 | Poor | - | Poor | Serious | 1915 | 40.4 |
August 2016 | Poor | - | Poor | Serious | 1915 | 40.4 |
August 2015 | Poor | - | Poor | Serious | 1915 | 40.4 |
August 2014 | Poor | - | Poor | Serious | 1915 | 40.4 |
August 2012 | Poor | - | Poor | Serious | 1840 | 40.4 |
September 2010 | Poor | - | Poor | Serious | 1840 | 40.4 |
July 2008 | Poor | Poor | Poor | Serious | 1059 | 31.5 |
October 2006 | Poor | - | Poor | Serious | 1059 | 34.6 |
August 2004 | Poor | - | Poor | Serious | 1059 | 34.6 |
October 2002 | Poor | Good | Fair | Serious | 1059 | 34.6 |
August 2000 | Poor | Good | Fair | Serious | 1059 | 34.6 |
October 1998 | Poor | Good | Fair | Serious | 1059 | 34.6 |
July 1996 | Poor | Fair | Poor | Serious | 1059 | 33.6 |
July 1994 | Poor | Fair | Poor | Serious | 1059 | 33.6 |
March 1992 | Poor | Good | Poor | Serious | 900 | 34.7 |
February 1990 | Poor | Good | Poor | Serious | 900 | 34.7 |