CR 1206 over OVER LITTLE SANDY
Map
Coordinates:
+38.11889, -83.1050038°07'08" N, 83°06'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 1206 over OVER LITTLE SANDY |
Structure number: | 032C00032N |
Location: | .39 MI N.OF S.JCT KY 7 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 184.1 ft. [56.1 m] |
Total length: | 208.0 ft. [63.4 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Vertical clearance above deck: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 266 [as of 2009] |
Truck traffic: | 11% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 21.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Fair | Serious | Good | 266 | 21.6 |
April 2017 | Poor | Fair | Serious | Good | - | 38.0 |
July 2016 | Poor | Fair | Serious | Good | 50 | 38.0 |
November 2015 | Poor | Fair | Poor | Good | 50 | 38.0 |
August 2014 | Poor | Fair | Serious | Good | 50 | 37.0 |
July 2013 | Poor | Fair | Poor | Good | 50 | 42.5 |
July 2012 | Poor | Fair | Poor | Good | - | 42.5 |
July 2011 | Poor | Fair | Poor | Good | - | 42.5 |
July 2010 | Poor | Fair | Poor | Good | - | 42.5 |
December 2009 | Poor | Fair | Poor | Good | 50 | 42.5 |
November 2008 | Poor | Fair | Poor | Good | 50 | 42.5 |
November 2006 | Poor | Fair | Poor | Good | 3303 | 49.0 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 63 | 63 | 0 | 0 | 0 |
Steel Stringer | linear ft. | 919 | 0 | 633 | 281 | 5 |
Steel Protective Coating | sq. ft. | 4,284 | 0 | 3,634 | 100 | 550 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,864 | 3,698 | 70 | 96 | 0 |
Wearing Surfaces | sq. ft. | 3,680 | 3,460 | 160 | 60 | 0 |
Superstructure |
Steel Truss | linear ft. | 368 | 0 | 220 | 145 | 3 |
Steel Protective Coating | sq. ft. | 9,153 | 0 | 6,043 | 2,200 | 910 |
Steel Floor Beam | linear ft. | 197 | 0 | 100 | 97 | 0 |
Steel Protective Coating | sq. ft. | 1,507 | 0 | 832 | 375 | 300 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 525 | 390 | 125 | 10 | 0 |
Wearing Surfaces | sq. ft. | 500 | 224 | 216 | 60 | 0 |
Superstructure |
Steel Gusset Plate | each | 48 | 20 | 23 | 4 | 1 |
Steel Protective Coating | sq. ft. | 375 | 0 | 267 | 72 | 36 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 60 | 60 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 33 | 22 | 11 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 84 | 0 | 0 | 0 | 84 |
Bearings |
Movable Bearing | each | 2 | 0 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8 | 2 | 2 | 2 | 2 |
Fixed Bearing | each | 2 | 0 | 1 | 1 | 0 |
Steel Protective Coating | sq. ft. | 8 | 3 | 3 | 1 | 1 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 417 | 0 | 344 | 26 | 47 |
Steel Protective Coating | sq. ft. | 2,085 | 0 | 1,353 | 417 | 315 |