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GALLION BR RD over BLAINE TRACE
Map
Coordinates:
+38.13056, -82.92528
38°07'50" N, 82°55'31" W
+38.13056, -82.92528
38°07'50" N, 82°55'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | GALLION BR RD over BLAINE TRACE |
| Structure number: | 032C00027N |
| Location: | .1 MI W JCT CR 5014 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 37.1 ft. [11.3 m] |
| Total length: | 40.0 ft. [12.2 m] |
| Roadway width between curbs: | 14.4 ft. [4.4 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1991 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 110 [as of 2009] |
| Truck traffic: | 11% 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: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 74.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Good | Good | Good | Good | 110 | 74.2 |
| December 2016 | Good | Good | Good | Good | 35 | 78.9 |
| December 2014 | Good | Good | Good | Good | 35 | 78.9 |
| December 2012 | Good | Good | Good | Good | 35 | 78.9 |
| December 2010 | Good | Good | Good | Good | 35 | 78.9 |
| December 2008 | Good | Good | Good | Good | 35 | 78.9 |
| November 2006 | Good | Good | Good | Good | 75 | 78.6 |
| December 2004 | Good | Good | Good | Good | 28 | 79.0 |
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 Closed Web/Box Girder | linear ft. | 160 | 156 | 4 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 643 | 635 | 8 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 78 | 78 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 76 | 76 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 498 | 0 | 498 | 0 | 0 |
© Copyright 2012-20, 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/1210339
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1210339