PR 100 over PR 2
Map
Coordinates:
+18.14500, -67.1450018°08'42" N, 67°08'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 100 over PR 2 |
Structure number: | 014791 |
Location: | 1 KM N W OF HORMIGUEROS |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 94.8 ft. [28.9 m] |
Total length: | 200.1 ft. [61.0 m] |
Roadway width between curbs: | 61.4 ft. [18.7 m] |
Deck width edge-to-edge: | 67.6 ft. [20.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
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: | 2 |
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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 23,329 [as of 2008] |
Truck traffic: | 4% 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] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 100.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,111,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Good | 23329 | 100.0 |
April 2016 | Fair | Satisfactory | Good | Good | 23329 | 100.0 |
March 2014 | Fair | Satisfactory | Good | Good | 26600 | 100.0 |
March 2012 | Fair | Satisfactory | Good | Good | 26600 | 100.0 |
April 2010 | Fair | Satisfactory | Good | Good | 26500 | 100.0 |
January 2008 | Fair | Good | Satisfactory | Good | 26500 | 100.0 |
August 2006 | Fair | Good | Satisfactory | Good | 26500 | 100.0 |
September 2004 | Fair | Good | Satisfactory | Good | 26500 | 100.0 |
September 2001 | Fair | Good | Satisfactory | Good | 12900 | 100.0 |
August 1999 | Fair | Good | Satisfactory | Good | 12900 | 100.0 |
September 1997 | Good | Good | Good | Good | 12100 | 100.0 |
February 1996 | Good | Good | Good | Good | 12300 | 100.0 |
June 1993 | Fair | Good | Satisfactory | Good | 12800 | 100.0 |
October 1991 | Fair | Good | Satisfactory | Good | 12500 | 100.0 |
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. | 2,139 | 2,139 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,993 | 3,229 | 10,764 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 213 | 213 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 69 | 69 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 184 | 0 | 184 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 44 | 44 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 584 | 584 | 0 | 0 | 0 |