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PR 53 EASTBOUND over SOMBRERITO CREEK
Map
Coordinates:
+18.00890, -65.88084
18°00'32" N, 65°52'51" W
+18.00890, -65.88084
18°00'32" N, 65°52'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PR 53 EASTBOUND over SOMBRERITO CREEK |
| Structure number: | 029061 |
| Location: | 2.49 KMS NE MAUNABO |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 123.4 ft. [37.6 m] |
| Total length: | 123.4 ft. [37.6 m] |
| Roadway width between curbs: | 40.4 ft. [12.3 m] |
| Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
| Owner: | State Toll Authority [31] |
| Year built: | 2008 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,317 [as of 2009] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 98.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Good | Very Good | Very Good | Good | 8317 | 98.4 |
| January 2017 | Good | Very Good | Very Good | Good | 8317 | 98.4 |
| February 2015 | Good | Very Good | Very Good | Good | 8317 | 98.4 |
| February 2013 | Good | Very Good | Very Good | Good | 8317 | 98.4 |
| February 2011 | Good | Very Good | Very Good | Very Good | 9621 | 98.2 |
| February 2009 | Good | Very Good | Very Good | Very Good | 6600 | 98.8 |
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. | 741 | 741 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 5,360 | 5,360 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 89 | 76 | 13 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 82 | 43 | 39 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 246 | 239 | 7 | 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/1479514
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1479514