SPRINGFIELD RD over DOCTORS FORK
Map
Coordinates:
+37.65417, -84.9886137°39'15" N, 84°59'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SPRINGFIELD RD over DOCTORS FORK |
Structure number: | 011C00072N |
Location: | 2 MI W OF JCT US 150 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.8 ft. [10.0 m] |
Total length: | 65.0 ft. [19.8 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1928 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 163 [as of 2012] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 163 | 87.5 |
September 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 163 | 87.5 |
September 2014 | Fair | Good | Fair | Satisfactory | 163 | 52.2 |
October 2012 | Fair | Good | Fair | Satisfactory | 163 | 49.2 |
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. | 325 | 312 | 9 | 4 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,690 | 1,493 | 35 | 162 | 0 |
Wearing Surfaces | sq. ft. | 1,495 | 0 | 1,495 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 16 | 15 | 0 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 106 | 106 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 44 | 44 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 25 | 16 | 0 | 9 | 0 |
Joints |
Pourable Joint | linear ft. | 26 | 0 | 0 | 0 | 26 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 130 | 118 | 8 | 4 | 0 |