PR 114 over GUANAJIBO RIVER
Map
Coordinates:
+18.13667, -67.1466718°08'12" N, 67°08'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 114 over GUANAJIBO RIVER |
Structure number: | 018831 |
Location: | 2 KM WEST OF HORMIGUEROS |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 47.2 ft. [14.4 m] |
Total length: | 95.5 ft. [29.1 m] |
Roadway width between curbs: | 34.5 ft. [10.5 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
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: | Concrete [1] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 10,100 [as of 2005] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 95.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 10100 | 95.6 |
April 2015 | Good | Good | Good | Good | 10100 | 95.6 |
March 2013 | Good | Good | Good | Good | 10100 | 95.6 |
March 2011 | Fair | Satisfactory | Good | Good | 10100 | 95.6 |
March 2009 | Fair | Satisfactory | Good | Good | 10100 | 95.6 |
June 2007 | Fair | Satisfactory | Good | Good | 10100 | 95.6 |
September 2005 | Fair | Satisfactory | Good | Good | 9800 | 95.7 |
September 2003 | Fair | Satisfactory | Good | Good | 9800 | 95.7 |
November 2001 | Fair | Satisfactory | Good | Good | 9800 | 95.6 |
August 1999 | Fair | Satisfactory | Good | Good | 7400 | 96.2 |
September 1997 | Fair | Satisfactory | Good | Good | 7900 | 96.1 |
April 1996 | Fair | Satisfactory | Good | Good | 6000 | 96.6 |
March 1994 | Fair | Satisfactory | Good | Good | 5800 | 96.7 |
February 1990 | Good | Very Good | Very Good | Very Good | 6640 | 96.5 |
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 Closed Web/Box Girder | linear ft. | 955 | 955 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,649 | 3,649 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,649 | 3,649 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 43 | 40 | 3 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 85 | 75 | 10 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 43 | 43 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 40 | 40 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 197 | 197 | 0 | 0 | 0 |