PARKINSON ROAD over CUB RIVER
Map
Coordinates:
+42.01831, -111.8076442°01'06" N, 111°48'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PARKINSON ROAD over CUB RIVER |
Structure number: | 000000000023345 |
Location: | IN FRANKLIN;PARKINSON RD. |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1926 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 330 [as of 2016] |
Truck traffic: | 9% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 56.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $600,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Fair | Poor | Fair | 330 | 56.9 |
September 2017 | Poor | Fair | Poor | Fair | 330 | 56.9 |
September 2016 | Poor | Fair | Poor | Fair | 330 | 56.9 |
September 2015 | Poor | Fair | Poor | Fair | 330 | 54.5 |
September 2014 | Poor | Fair | Poor | Fair | 330 | 54.5 |
September 2013 | Poor | Fair | Poor | Fair | 330 | 54.5 |
September 2012 | Poor | Fair | Poor | Fair | 330 | 54.5 |
September 2010 | Fair | Fair | Fair | Fair | 330 | 70.5 |
September 2008 | Fair | Fair | Fair | Fair | 340 | 70.5 |
September 2006 | Fair | Fair | Fair | Fair | 340 | 70.5 |
September 2004 | Fair | Fair | Fair | Fair | 340 | 70.5 |
September 2003 | Fair | Fair | Fair | Fair | 150 | 75.0 |
September 2002 | Fair | Fair | Fair | Fair | 150 | 75.0 |
September 2000 | Fair | Fair | Fair | Fair | 150 | 58.9 |
September 1999 | Fair | Fair | Fair | Fair | 150 | 58.9 |
September 1998 | Fair | Fair | Fair | Fair | 150 | 58.9 |
April 1997 | Fair | Fair | Fair | Fair | 150 | 58.9 |
April 1996 | Fair | Fair | Fair | Fair | 150 | 58.9 |
April 1995 | Fair | Fair | Fair | Fair | 150 | 58.4 |
April 1994 | Poor | Fair | Fair | Poor | 150 | 42.1 |
April 1993 | Poor | Fair | Fair | Poor | 100 | 47.9 |
April 1992 | Poor | Fair | Fair | Poor | 100 | 47.9 |
April 1991 | Poor | Serious | Poor | Poor | 100 | 46.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 240 | 0 | 0 | 240 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,320 | 1,309 | 1 | 10 | 0 |
Wearing Surfaces | sq. ft. | 1,170 | 1,095 | 75 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 30 | 0 | 20 | 10 | 0 |
Reinforced Concrete Abutment | linear ft. | 48 | 22 | 4 | 22 | 0 |
Joints |
Open Joint | linear ft. | 26 | 0 | 0 | 26 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 131 | 0 | 0 | 131 | 0 |