PR 5 over PR 28
Map
Coordinates:
+18.41500, -66.1500018°24'54" N, 66°09'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 5 over PR 28 |
Structure number: | 014312 |
Location: | 2 KM NORTHEAST OF BAYAMON |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 70.2 ft. [21.4 m] |
Total length: | 184.1 ft. [56.1 m] |
Roadway width between curbs: | 50.9 ft. [15.5 m] |
Deck width edge-to-edge: | 55.1 ft. [16.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, posting recommended but not legally implemented [B] |
Average daily traffic: | 23,400 [as of 2005] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 74.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $424,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Fair | Satisfactory | 23400 | 74.3 |
June 2015 | Fair | Fair | Fair | Satisfactory | 23400 | 75.8 |
May 2013 | Fair | Fair | Fair | Satisfactory | 23400 | 76.0 |
May 2011 | Fair | Fair | Fair | Satisfactory | 11700 | 84.3 |
May 2009 | Fair | Fair | Fair | Satisfactory | 23400 | 83.7 |
October 2007 | Fair | Fair | Fair | Satisfactory | 68300 | 81.1 |
November 2005 | Fair | Fair | Satisfactory | Satisfactory | 25500 | 93.7 |
September 2002 | Fair | Fair | Satisfactory | Satisfactory | 65300 | 91.8 |
May 2000 | Fair | Fair | Fair | Satisfactory | 33650 | 82.1 |
September 1998 | Fair | Fair | Fair | Satisfactory | 26950 | 82.4 |
March 1996 | Fair | Fair | Satisfactory | Satisfactory | 26950 | 92.9 |
October 1993 | Fair | Fair | Satisfactory | Satisfactory | 28350 | 92.7 |
February 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 25000 | 94.0 |
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. | 1,112 | 1,099 | 13 | 0 | 0 |
Deck |
Prestressed Concrete Deck | sq. ft. | 9,418 | 4,305 | 4,973 | 140 | 0 |
Wearing Surfaces | sq. ft. | 9,074 | 8,740 | 334 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 203 | 200 | 3 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 102 | 95 | 7 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 102 | 0 | 102 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 12 | 12 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 371 | 358 | 13 | 0 | 0 |