PR 831 over MINILLAS RIVER
Map
Coordinates:
+18.35167, -66.1633318°21'06" N, 66°09'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 831 over MINILLAS RIVER |
Structure number: | 005511 |
Location: | 3.2 KM S W OF BAYAMON |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 39.7 ft. [12.1 m] |
Roadway width between curbs: | 21.0 ft. [6.4 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1944 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 21,100 [as of 2004] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 34.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $283,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Fair | Satisfactory | 21100 | 34.0 |
August 2015 | Fair | Satisfactory | Fair | Satisfactory | 27000 | 34.0 |
August 2013 | Fair | Satisfactory | Fair | Satisfactory | 27000 | 34.0 |
August 2011 | Fair | Satisfactory | Fair | Satisfactory | 27000 | 34.0 |
August 2009 | Fair | Satisfactory | Fair | Satisfactory | 22100 | 41.8 |
October 2007 | Fair | Satisfactory | Fair | Satisfactory | 22100 | 49.0 |
September 2005 | Fair | Satisfactory | Fair | Satisfactory | 12800 | 28.8 |
January 2002 | Fair | Satisfactory | Fair | Satisfactory | 12800 | 28.8 |
February 1999 | Fair | Satisfactory | Fair | Satisfactory | 11500 | 32.8 |
November 1996 | Fair | Fair | Fair | Satisfactory | 11400 | 31.8 |
July 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 8800 | 47.3 |
July 1992 | Fair | Fair | Fair | Satisfactory | 8800 | 32.7 |
December 1990 | Fair | Satisfactory | Fair | Satisfactory | 2340 | 44.1 |
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 |
Steel Girder/Beam | linear ft. | 180 | 147 | 0 | 33 | 0 |
Steel Protective Coating | sq. ft. | 592 | 0 | 0 | 592 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 667 | 570 | 0 | 97 | 0 |
Wearing Surfaces | sq. ft. | 667 | 366 | 301 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 174 | 164 | 10 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 10 | 0 | 10 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 72 | 0 | 72 | 0 | 0 |
Steel Protective Coating | sq. ft. | 237 | 0 | 237 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 72 | 46 | 13 | 13 | 0 |