Share: 
LONG BRANCH RD over LONG BRANCH
Map
Coordinates:
+37.68028, -84.49944
37°40'49" N, 84°29'58" W
+37.68028, -84.49944
37°40'49" N, 84°29'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LONG BRANCH RD over LONG BRANCH |
| Structure number: | 040C00045N |
| Location: | 1 MI N KY 1131 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 56.8 ft. [17.3 m] |
| Total length: | 60.0 ft. [18.3 m] |
| Roadway width between curbs: | 23.0 ft. [7.0 m] |
| Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 1992 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 154 [as of 2014] |
| Truck traffic: | 7% of total traffic |
| 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: | Basically intolerable requiring high priority of corrrective action [3] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 84.4 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $181,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 154 | 84.4 |
| November 2015 | Fair | Good | Good | Satisfactory | 154 | 84.4 |
| November 2013 | Fair | Good | Good | Satisfactory | 154 | 86.4 |
| November 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 154 | 86.4 |
| November 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 154 | 86.4 |
| October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 157 | 86.4 |
| November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 105 | 86.5 |
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 | ||||||
| Prestressed Concrete Closed Web/Box Girder | linear ft. | 360 | 27 | 333 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 1,470 | 1,302 | 168 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 88 | 67 | 21 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 68 | 67 | 1 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 120 | 120 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 600 | 600 | 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/1211190
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1211190