PR 5 NORTHBOUND over BAYAMON RIVER
Map
Coordinates:
+18.40592, -66.1508818°24'21" N, 66°09'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 5 NORTHBOUND over BAYAMON RIVER |
Structure number: | 011712 |
Location: | 2 KM NORTHEAST OF BAYAMON |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 80.7 ft. [24.6 m] |
Total length: | 514.5 ft. [156.8 m] |
Roadway width between curbs: | 52.8 ft. [16.1 m] |
Deck width edge-to-edge: | 56.8 ft. [17.3 m] |
Skew angle: | 20° |
Owner: | State Toll Authority [31] |
Year built: | 1976 |
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: | 6 |
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: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,891 [as of 2007] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Good | 20891 | 96.9 |
June 2015 | Fair | Satisfactory | Satisfactory | Good | 62600 | 95.0 |
May 2013 | Fair | Satisfactory | Satisfactory | Good | 62600 | 95.0 |
November 2012 | Poor | Fair | Satisfactory | Serious | 62600 | 44.5 |
January 2012 | Poor | Fair | Satisfactory | Critical | 31650 | 32.5 |
May 2010 | Poor | Fair | Satisfactory | Critical | 31650 | 33.8 |
January 2009 | Poor | Fair | Satisfactory | Critical | 31650 | 35.0 |
May 2006 | Poor | Fair | Fair | Poor | 11250 | 71.2 |
September 2003 | Fair | Fair | Good | Fair | 31650 | 86.3 |
February 2001 | Poor | Satisfactory | Satisfactory | Poor | 31650 | 70.8 |
January 2000 | Poor | Satisfactory | Satisfactory | Poor | 30750 | 70.9 |
July 1997 | Poor | Satisfactory | Satisfactory | Poor | 28050 | 70.0 |
February 1997 | Fair | Satisfactory | Satisfactory | Fair | 28050 | 87.5 |
March 1996 | Fair | Satisfactory | Satisfactory | Fair | 31550 | 86.3 |
December 1993 | Fair | Satisfactory | Satisfactory | Fair | 33288 | 86.1 |
April 1990 | Fair | Fair | Satisfactory | Fair | 23505 | 85.9 |
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. | 4,088 | 4,068 | 20 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 27,168 | 21,743 | 5,425 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 164 | 131 | 33 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 125 | 105 | 20 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 7 | 7 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 262 | 246 | 16 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 377 | 0 | 377 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 96 | 80 | 16 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,024 | 1,024 | 0 | 0 | 0 |