Share: 
PARK DR. (CS-1234) over BEE CREEK
Map
Coordinates:
+36.62722, -88.31056
36°37'38" N, 88°18'38" W
+36.62722, -88.31056
36°37'38" N, 88°18'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PARK DR. (CS-1234) over BEE CREEK |
| Structure number: | 018C00145N |
| Location: | .2 MI S. OF SOUTHWOOD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 44.9 ft. [13.7 m] |
| Roadway width between curbs: | 17.4 ft. [5.3 m] |
| Deck width edge-to-edge: | 18.4 ft. [5.6 m] |
| Skew angle: | 10° |
| Owner: | County Highway Agency [02] |
| Year built: | 1970 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Open Grating [3] |
| Wearing surface: | Other [9] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 237 [as of 2012] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 46.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Fair | Fair | Fair | Fair | 237 | 46.3 |
| July 2015 | Fair | Fair | Fair | Fair | 237 | 45.0 |
| July 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 237 | 53.0 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 269 | 0 | 134 | 135 | 0 |
| Steel Protective Coating | sq. ft. | 1,779 | 0 | 889 | 890 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 42 | 0 | 34 | 8 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 21 | 0 | 21 | 0 | 0 |
| Deck | ||||||
| Open Grid Deck | sq. ft. | 829 | 0 | 0 | 829 | 0 |
| Steel Protective Coating | sq. ft. | 4,145 | 0 | 0 | 4,145 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 90 | 0 | 90 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 450 | 0 | 450 | 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/1650837
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1650837