DAYTON ST over HIGHLINE CANAL
Map
Coordinates:
+39.70031, -104.8753539°42'01" N, 104°52'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DAYTON ST over HIGHLINE CANAL |
Structure number: | D-10-HC-330 |
Location: | DAYTON AT E KENTUCKY RD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 56.1 ft. [17.1 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,419 [as of 2016] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 84.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Good | Satisfactory | Good | 10419 | 84.1 |
December 2016 | Good | Good | Good | Good | 10646 | 84.1 |
December 2014 | Good | Good | Good | Good | 10646 | 84.1 |
December 2012 | Good | Good | Good | Good | 10646 | 84.1 |
December 2010 | Good | Good | Good | Good | 9788 | 84.2 |
October 2008 | Fair | Good | Satisfactory | Good | 9788 | 84.2 |
December 2006 | Fair | Good | Satisfactory | Good | 10339 | 84.1 |
September 2004 | Good | Good | Good | Good | 10339 | 84.1 |
November 2002 | Good | Good | Good | Good | 10339 | 83.6 |
July 2000 | Good | Very Good | Good | Good | 10836 | 83.3 |
December 1999 | Good | Very Good | Good | Good | 10836 | 83.3 |
December 1998 | Good | Very Good | Good | Good | 10836 | 83.3 |
March 1996 | Good | Good | Good | Good | 6039 | 83.8 |
November 1994 | Good | Good | Good | Good | 6039 | 93.4 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 664 | 661 | 3 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,859 | 1,859 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,859 | 0 | 929 | 930 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 112 | 106 | 5 | 1 | 0 |
Bearings |
Elastomeric Bearing | each | 40 | 30 | 10 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 66 | 30 | 33 | 3 | 0 |