PR 53 over VACA CREEK
Map
Coordinates:
+18.21944, -65.7638918°13'10" N, 65°45'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 53 over VACA CREEK |
Structure number: | 025402 |
Location: | 3 KMS WEST OF NAGUABO |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 115.5 ft. [35.2 m] |
Total length: | 123.0 ft. [37.5 m] |
Roadway width between curbs: | 42.7 ft. [13.0 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Skew angle: | 29° |
Owner: | State Toll Authority [31] |
Year built: | 1998 |
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: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 29,511 [as of 2007] |
Truck traffic: | 7% 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] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Good | Good | 29511 | 98.0 |
September 2016 | Good | Good | Good | Good | 29511 | 98.0 |
October 2014 | Good | Good | Good | Good | 29511 | 98.0 |
October 2012 | Good | Good | Good | Good | 29511 | 98.0 |
November 2010 | Good | Good | Good | Good | 29511 | 98.0 |
November 2008 | Good | Good | Good | Good | 9900 | 98.0 |
March 2007 | Good | Good | Good | Good | 7050 | 98.0 |
March 2005 | Good | Good | Very Good | Good | 7050 | 98.0 |
November 2002 | Good | Good | Good | Good | 13700 | 98.0 |
April 2000 | Good | Very Good | Very Good | Very Good | 6500 | 98.0 |
May 1998 | Good | Very Good | Very Good | Very Good | 6500 | 98.0 |
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. | 617 | 614 | 3 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,651 | 2,099 | 1,884 | 1,668 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 259 | 223 | 36 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 85 | 75 | 10 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 246 | 239 | 7 | 0 | 0 |