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 Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,603 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 77.7 tons [70.6 metric tons] |
Inventory rating: | 46.6 tons [42.4 metric tons] |
Sufficiency rating: | 79.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2016 | 79.0 | Fair | Good | Good | Satisfactory | FO | 5603 |
September 2014 | 79.8 | Fair | Good | Good | Satisfactory | FO | 6496 |
October 2012 | 79.9 | Fair | Good | Good | Satisfactory | FO | 5990 |
October 2010 | 79.8 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 6460 |
October 2008 | 79.9 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 6250 |
October 2006 | 79.9 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 6360 |
October 2004 | 80.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 5709 |