Share: 
DAYTON ST over HIGHLINE CANAL
Map
Coordinates:
+39.70031, -104.87535
39°42'01" N, 104°52'31" W
+39.70031, -104.87535
39°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 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,646 [as of 2013] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| 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 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, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 664 | 663 | 1 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 1,859 | 1,859 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,859 | 0 | 1,859 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 112 | 106 | 5 | 0 | 1 |
| Bearings | ||||||
| Elastomeric Bearing | each | 40 | 40 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 66 | 63 | 3 | 0 | 0 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1065822
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1065822