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SPRINGFIELD ROAD over BR OF DOCTORS FORK
Map
Coordinates:
+37.64611, -85.00528
37°38'46" N, 85°00'19" W
+37.64611, -85.00528
37°38'46" N, 85°00'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SPRINGFIELD ROAD over BR OF DOCTORS FORK |
| Structure number: | 011C00073N |
| Location: | 1.2 MI E-WASHINGTON CO.LN |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 25.6 ft. [7.8 m] |
| Total length: | 28.9 ft. [8.8 m] |
| Roadway width between curbs: | 21.7 ft. [6.6 m] |
| Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1926 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 163 [as of 2012] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 73.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Fair | Satisfactory | Fair | Satisfactory | 163 | 73.4 |
| September 2016 | Fair | Satisfactory | Fair | Satisfactory | 163 | 73.4 |
| September 2014 | Fair | Satisfactory | Fair | Satisfactory | 163 | 42.7 |
| October 2012 | Fair | Good | Fair | Satisfactory | 163 | 42.7 |
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. | 116 | 55 | 2 | 59 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 635 | 578 | 7 | 50 | 0 |
| Wearing Surfaces | sq. ft. | 560 | 504 | 56 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 82 | 67 | 15 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 58 | 0 | 0 | 0 | 58 |
| Steel Protective Coating | sq. ft. | 290 | 290 | 0 | 0 | 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/1650814
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1650814