OFF PR 156 over NARAJOS CREEK
Map
Coordinates:
+18.23738, -66.1554318°14'15" N, 66°09'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OFF PR 156 over NARAJOS CREEK |
Structure number: | 024991 |
Location: | 8 KM SW OF AGUAS BUENAS |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 37.4 ft. [11.4 m] |
Total length: | 42.7 ft. [13.0 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2005] |
Truck traffic: | 2% 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: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Good | Good | Good | 100 | 85.0 |
September 2016 | Good | Good | Good | Good | 100 | 89.0 |
September 2014 | Good | Good | Good | Good | 100 | 89.0 |
August 2012 | Good | Good | Good | Good | 100 | 90.0 |
August 2010 | Good | Good | Good | Good | 100 | 90.0 |
January 2008 | Good | Good | Good | Good | 100 | 90.0 |
January 2006 | Good | Good | Good | Good | 100 | 89.0 |
November 2003 | Good | Good | Good | Good | 100 | 90.0 |
October 2001 | Good | Good | Good | Good | 100 | 90.0 |
September 1999 | Good | Good | Good | Good | 100 | 90.0 |
November 1997 | Good | Very Good | Very Good | Very Good | 100 | 90.0 |
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 |
Steel Girder/Beam | linear ft. | 112 | 112 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 743 | 743 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 62 | 62 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 39 | 19 | 20 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 6 | 6 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 75 | 75 | 0 | 0 | 0 |