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SPRINGFIELD RD over DOCTORS FORK
Map
Coordinates:
+37.65417, -84.98861
37°39'15" N, 84°59'19" W
+37.65417, -84.98861
37°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1650813
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1650813