SH 26 - 03 - 13.31 over MILL CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 26 - 03 - 13.31 over MILL CREEK |
Structure number: | 000000000005613 |
Location: | 3.32 MI W CLARK CO LINE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 34.8 ft. [10.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,300 [as of 2014] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
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: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 93.0 |
July 2016 | Fair | Good | Satisfactory | Satisfactory | 1400 | 92.9 |
July 2014 | Fair | Good | Satisfactory | Satisfactory | 1400 | 92.9 |
July 2012 | Fair | Good | Satisfactory | Satisfactory | 1200 | 93.0 |
August 2010 | Fair | Good | Satisfactory | Satisfactory | 1200 | 93.0 |
August 2008 | Fair | Good | Satisfactory | Satisfactory | 1200 | 93.0 |
July 2006 | Fair | Good | Satisfactory | Satisfactory | 1300 | 93.0 |
August 2004 | Fair | Good | Satisfactory | Satisfactory | 1300 | 93.0 |
September 2002 | Good | Very Good | Very Good | Good | 1400 | 92.9 |
July 2000 | Good | Very Good | Very Good | Good | 1300 | 93.0 |
March 1998 | Good | Very Good | Very Good | Good | 1300 | 93.0 |
October 1996 | Good | Very Good | Very Good | Good | 590 | 94.5 |
June 1994 | Good | Very Good | Very Good | Good | 590 | 94.5 |
June 1992 | Good | Very Good | Very Good | Very Good | 590 | 94.5 |
April 1990 | Good | Very Good | Very Good | Very Good | 1618 | 97.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 84 | 84 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 140 | 127 | 12 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 210 | 210 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,643 | 3,635 | 8 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,360 | 3,360 | 0 | 0 | 0 |