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SOUTH 2ND STREET over CLARKS RUN
Map
Coordinates:
+37.63528, -84.77167
37°38'07" N, 84°46'18" W
+37.63528, -84.77167
37°38'07" N, 84°46'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SOUTH 2ND STREET over CLARKS RUN |
| Structure number: | 011C00044N |
| Location: | 0.7 MI S. OF JCT US 150 |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 28.2 ft. [8.6 m] |
| Total length: | 32.2 ft. [9.8 m] |
| Roadway width between curbs: | 22.3 ft. [6.8 m] |
| Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
| Skew angle: | 15° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1988 |
| 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: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 7,235 [as of 2017] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 37.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Poor | Satisfactory | Poor | Satisfactory | 7235 | 37.3 |
| December 2016 | Poor | Fair | Poor | Fair | 6149 | 36.6 |
| September 2014 | Fair | Fair | Fair | Fair | 7827 | 32.6 |
| October 2012 | Fair | Fair | Fair | Fair | 7600 | 32.6 |
| October 2010 | Fair | Fair | Fair | Fair | 7670 | 32.6 |
| October 2008 | Fair | Fair | Fair | Fair | 7380 | 32.7 |
| October 2006 | Fair | Fair | Fair | Fair | 8670 | 32.2 |
| October 2004 | Fair | Satisfactory | Fair | Fair | 8518 | 33.4 |
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. | 160 | 0 | 104 | 44 | 12 |
| Steel Protective Coating | sq. ft. | 1,000 | 0 | 0 | 0 | 1,000 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 829 | 414 | 410 | 5 | 0 |
| Wearing Surfaces | sq. ft. | 703 | 0 | 604 | 99 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 93 | 78 | 8 | 7 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 64 | 54 | 10 | 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/1207861
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1207861