12TH STREET over FOURPOLE CREEK
Map
Coordinates:
+38.40747, -82.4346238°24'27" N, 82°26'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 12TH STREET over FOURPOLE CREEK |
Structure number: | 00000000006A902 |
Location: | 0.01 MI S OF WASH. BLVD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 44.3 ft. [13.5 m] |
Total length: | 45.9 ft. [14.0 m] |
Roadway width between curbs: | 21.0 ft. [6.4 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1927 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,800 [as of 2015] |
Truck traffic: | 7% of total traffic |
Superstructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 34.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $20,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Poor | - | Poor | - | 1800 | 34.0 |
July 2015 | Fair | - | Fair | - | 1800 | 49.3 |
August 2013 | Fair | - | Fair | - | 1800 | 49.3 |
September 2011 | Fair | - | Fair | Good | 1800 | 49.3 |
September 2009 | Fair | - | Fair | Good | 1800 | 49.1 |
October 2007 | Fair | - | Satisfactory | Good | 1800 | 57.2 |
October 2005 | Fair | - | Satisfactory | Good | 1800 | 57.2 |
December 2003 | Fair | - | Fair | Good | 1800 | 49.1 |
December 2001 | Fair | - | Fair | Good | 1800 | 49.1 |
December 1999 | Fair | - | Fair | Good | 1800 | 49.1 |
October 1997 | Fair | - | Fair | Good | 1800 | 49.1 |
October 1995 | Fair | - | Fair | Good | 1800 | 48.2 |
October 1993 | Fair | - | Fair | Good | 1800 | 48.9 |
October 1991 | Fair | Fair | Fair | Good | 1800 | 39.8 |