PR 125 over GUATEMALA RIVER
Map
Coordinates:
+18.34471, -67.0003218°20'41" N, 67°00'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 125 over GUATEMALA RIVER |
Structure number: | 002331 |
Location: | 2 KM N W OF SAN SEBASTIAN |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 25.6 ft. [7.8 m] |
Roadway width between curbs: | 25.3 ft. [7.7 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1917 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 15,400 [as of 2005] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 28.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $161,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Fair | Fair | Fair | 15400 | 28.2 |
December 2016 | Fair | Fair | Fair | Fair | 15400 | 28.2 |
December 2014 | Fair | Fair | Fair | Fair | 15400 | 28.2 |
December 2012 | Fair | Fair | Fair | Fair | 15400 | 23.6 |
January 2011 | Fair | Fair | Fair | Fair | 15400 | 63.7 |
January 2009 | Fair | Fair | Fair | Fair | 15400 | 63.7 |
June 2007 | Fair | Fair | Fair | Fair | 15400 | 63.7 |
September 2005 | Fair | Fair | Fair | Fair | 10800 | 52.9 |
October 2003 | Fair | Fair | Fair | Fair | 8700 | 53.5 |
May 2001 | Fair | Fair | Fair | Fair | 8700 | 53.5 |
June 1999 | Fair | Fair | Fair | Fair | 8700 | 52.4 |
May 1997 | Fair | Fair | Fair | Fair | 8100 | 54.4 |
September 1995 | Fair | Fair | Fair | Fair | 6700 | 52.9 |
August 1993 | Fair | Fair | Fair | Fair | 4600 | 60.9 |
August 1991 | Fair | Fair | Fair | Fair | 4600 | 60.9 |
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 |
Other Material Closed Web/Box Girder | linear ft. | 43 | 0 | 43 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 105 | 89 | 16 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 23 | 0 | 23 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 46 | 30 | 13 | 3 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 39 | 16 | 16 | 7 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 732 | 645 | 22 | 65 | 0 |
Wearing Surfaces | sq. ft. | 646 | 646 | 0 | 0 | 0 |