Curtis road over North Rolling Fork
Map
Coordinates:
+37.55056, -84.9850037°33'02" N, 84°59'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Curtis road over North Rolling Fork |
Structure number: | 011C00077N |
Location: | 50 FT. S. US 37 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 2015 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 153 [as of 2015] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 71.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2016 | Good | Excellent | Excellent | Excellent | 153 | 71.1 |
August 2015 | Good | Excellent | Excellent | Excellent | 153 | 72.1 |
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 Closed Web/Box Girder | linear ft. | 276 | 276 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,610 | 1,610 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 79 | 79 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 18 | 18 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 20 | 19 | 1 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 184 | 184 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 920 | 920 | 0 | 0 | 0 |