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PR 53 over DIRT ROAD
Map
Coordinates:
+18.27333, -65.64167
18°16'24" N, 65°38'30" W
+18.27333, -65.64167
18°16'24" N, 65°38'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PR 53 over DIRT ROAD |
| Structure number: | 023061 |
| Location: | 1 KM N W OF CEIBA |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 60.7 ft. [18.5 m] |
| Total length: | 69.6 ft. [21.2 m] |
| Roadway width between curbs: | 80.7 ft. [24.6 m] |
| Deck width edge-to-edge: | 111.9 ft. [34.1 m] |
| Skew angle: | 11° |
| Owner: | State Toll Authority [31] |
| Year built: | 1994 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,600 [as of 2005] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 93.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,388,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Fair | Satisfactory | Good | Good | 19600 | 93.0 |
| August 2015 | Fair | Satisfactory | Good | Good | 19600 | 93.0 |
| August 2013 | Fair | Satisfactory | Good | Good | 19600 | 93.0 |
| September 2011 | Fair | Satisfactory | Good | Good | 19600 | 93.0 |
| September 2009 | Fair | Satisfactory | Good | Good | 18600 | 93.0 |
| February 2008 | Fair | Satisfactory | Good | Good | 18600 | 93.0 |
| January 2006 | Fair | Satisfactory | Good | Good | 18600 | 91.1 |
| February 2004 | Good | Good | Good | Good | 17100 | 91.1 |
| April 2001 | Poor | Serious | Good | Good | 16600 | 86.1 |
| June 1999 | Good | Good | Good | Good | 12900 | 91.1 |
| March 1997 | Good | Good | Very Good | Good | 9200 | 93.0 |
| January 1995 | Good | Good | Very Good | Good | 12000 | 93.0 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 837 | 837 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 6,049 | 2,120 | 2,906 | 1,023 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 249 | 197 | 39 | 13 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 161 | 0 | 82 | 79 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 279 | 118 | 115 | 46 | 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/1478995
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1478995