PR 102 over MENDOZA CREEK
Map
Coordinates:
+18.09167, -67.1616718°05'30" N, 67°09'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 102 over MENDOZA CREEK |
Structure number: | 002071 |
Location: | 1 KM N W OF CABO ROJO |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 35.4 ft. [10.8 m] |
Total length: | 37.7 ft. [11.5 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1914 |
Year reconstructed: | 1970 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,477 [as of 2005] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 71.3 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $353,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 18477 | 71.3 |
December 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 18477 | 71.3 |
December 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 18477 | 71.3 |
November 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 18477 | 71.3 |
December 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 18477 | 71.3 |
November 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 17700 | 71.6 |
June 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 17700 | 71.6 |
September 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 17700 | 59.2 |
October 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 17700 | 59.2 |
November 2001 | Fair | Good | Satisfactory | Satisfactory | 17600 | 59.2 |
May 1999 | Fair | Good | Satisfactory | Satisfactory | 17600 | 59.2 |
April 1997 | Fair | Satisfactory | Satisfactory | Good | 17200 | 59.4 |
January 1995 | Fair | Satisfactory | Satisfactory | Good | 17200 | 58.9 |
January 1993 | Fair | Satisfactory | Satisfactory | Good | 17200 | 47.5 |
September 1991 | Fair | Fair | Satisfactory | Satisfactory | 16900 | 66.0 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 302 | 276 | 26 | 0 | 0 |
Deck |
Prestressed Concrete Deck | sq. ft. | 1,625 | 1,410 | 215 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,625 | 1,625 | 0 | 0 | 0 |
Reinforced Concrete Top Flange | sq. ft. | 1,625 | 1,410 | 215 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,625 | 1,625 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 85 | 69 | 16 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 112 | 105 | 7 | 0 | 0 |