OFF PR 125 over CULEBRINAS RIVER
Map
Coordinates:
+18.34667, -67.0133318°20'48" N, 67°00'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OFF PR 125 over CULEBRINAS RIVER |
Structure number: | 023911 |
Location: | 3.5 KM W. SAN SEBASTIAN |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 85.6 ft. [26.1 m] |
Total length: | 256.2 ft. [78.1 m] |
Roadway width between curbs: | 22.3 ft. [6.8 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1994 |
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: | 3 |
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: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 520 [as of 2005] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
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: | 73.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Very Good | Good | 520 | 73.6 |
March 2015 | Fair | Satisfactory | Very Good | Good | 520 | 73.6 |
February 2013 | Fair | Satisfactory | Very Good | Good | 520 | 73.6 |
February 2011 | Good | Good | Very Good | Good | 520 | 73.6 |
February 2009 | Good | Good | Good | Good | 520 | 73.6 |
June 2007 | Good | Good | Good | Good | 520 | 73.6 |
September 2005 | Good | Good | Good | Good | 520 | 73.6 |
October 2003 | Good | Good | Good | Good | 520 | 73.6 |
May 2001 | Good | Good | Good | Good | 520 | 73.6 |
January 1999 | Good | Good | Good | Good | 520 | 73.6 |
July 1996 | Good | Good | Good | Good | 520 | 73.6 |
December 1994 | Good | Very Good | Very Good | Very Good | 520 | 71.8 |
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. | 1,027 | 1,027 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,728 | 5,554 | 2,174 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 148 | 148 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 59 | 59 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 92 | 59 | 33 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 256 | 256 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 512 | 499 | 13 | 0 | 0 |