PR 53 over PR 3
Map
Coordinates:
+18.25833, -65.6783318°15'30" N, 65°40'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 53 over PR 3 |
Structure number: | 024451 |
Location: | 1 KM SOUTH OF CEIBA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Tolls: | Yes, on toll road [2] |
Length of largest span: | 99.1 ft. [30.2 m] |
Total length: | 107.6 ft. [32.8 m] |
Roadway width between curbs: | 80.7 ft. [24.6 m] |
Deck width edge-to-edge: | 111.6 ft. [34.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 31° |
Owner: | State Highway Agency [01] |
Year built: | 1996 |
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: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,200 [as of 2005] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 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: | 89.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Good | Good | 19200 | 89.1 |
May 2015 | Fair | Fair | Good | Good | 19200 | 89.1 |
May 2013 | Fair | Fair | Good | Good | 19200 | 89.1 |
May 2011 | Fair | Fair | Good | Good | 23617 | 88.4 |
May 2009 | Fair | Satisfactory | Good | Good | 19200 | 90.1 |
October 2007 | Fair | Satisfactory | Good | Good | 13700 | 91.0 |
November 2005 | Fair | Satisfactory | Good | Good | 13700 | 91.0 |
April 2003 | Good | Good | Good | Very Good | 13700 | 91.0 |
July 2000 | Good | Good | Good | Very Good | 13700 | 91.0 |
December 1998 | Good | Good | Good | Good | 12800 | 91.1 |
December 1996 | Good | Very Good | Very Good | Very Good | 9200 | 91.6 |
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. | 1,076 | 1,076 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,980 | 0 | 11,829 | 151 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 223 | 210 | 13 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 174 | 135 | 39 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 430 | 400 | 30 | 0 | 0 |