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LOCAL ROAD over PR 53
Map
Coordinates:
+18.23333, -65.66667
18°13'60" N, 65°40'00" W
+18.23333, -65.66667
18°13'60" N, 65°40'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LOCAL ROAD over PR 53 |
| Structure number: | 024541 |
| Location: | 6 KM SW OF CEIBA |
| Purpose: | Carries highway over highway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 101.1 ft. [30.8 m] |
| Total length: | 213.6 ft. [65.1 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 37.4 ft. [11.4 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1996 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete [5] |
| Main spans 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: May 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2005] |
| Truck traffic: | 1% 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: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 40.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Fair | Satisfactory | Good | Good | 100 | 40.0 |
| May 2015 | Fair | Satisfactory | Good | Good | 100 | 40.6 |
| May 2013 | Fair | Satisfactory | Good | Good | 100 | 40.6 |
| April 2011 | Fair | Satisfactory | Good | Good | 100 | 87.0 |
| May 2009 | Good | Good | Good | Good | 100 | 87.0 |
| October 2007 | Good | Good | Good | Good | 100 | 87.0 |
| November 2005 | Good | Very Good | Very Good | Good | 100 | 87.0 |
| April 2003 | Good | Very Good | Very Good | Very Good | 100 | 87.0 |
| October 2000 | Good | Very Good | Good | Very Good | 100 | 87.0 |
| December 1998 | Good | Good | Good | Good | 100 | 87.0 |
| December 1996 | Good | Very Good | Very Good | Very Good | 100 | 87.0 |
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. | 1,070 | 1,070 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 7,987 | 6,394 | 1,593 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 194 | 187 | 7 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 43 | 40 | 3 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 89 | 69 | 20 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 430 | 430 | 0 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 430 | 414 | 16 | 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/1479133
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1479133