GOSE PIKE over CLARKS RUN
Map
Coordinates:
+37.62944, -84.7519437°37'46" N, 84°45'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GOSE PIKE over CLARKS RUN |
Structure number: | 011C00040N |
Location: | .2 MI S OF JCT US 150 BUS |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 44.6 ft. [13.6 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Skew angle: | 45° |
Owner: | County Highway Agency [02] |
Year built: | 1986 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,428 [as of 2017] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 79.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Very Good | Satisfactory | 5428 | 79.0 |
September 2016 | Fair | Good | Good | Satisfactory | 5603 | 79.0 |
September 2014 | Fair | Good | Good | Satisfactory | 6496 | 79.8 |
October 2012 | Fair | Good | Good | Satisfactory | 5990 | 79.9 |
October 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 6460 | 79.8 |
October 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 6250 | 79.9 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 6360 | 79.9 |
October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 5709 | 80.0 |
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. | 384 | 384 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,580 | 1,532 | 48 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 258 | 197 | 61 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 111 | 86 | 25 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 96 | 89 | 7 | 0 | 0 |
Steel Protective Coating | sq. ft. | 480 | 480 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 96 | 96 | 0 | 0 | 0 |