PR 125 over SALADA CREEK
Map
Coordinates:
+18.35000, -67.0200018°21'00" N, 67°01'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 125 over SALADA CREEK |
Structure number: | 022311 |
Location: | 4 KM N W OF SAN SEBASTIAN |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 99.7 ft. [30.4 m] |
Total length: | 102.4 ft. [31.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Skew angle: | 8° |
Owner: | State Highway Agency [01] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span 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 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,106 [as of 2010] |
Truck traffic: | 4% 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 desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $185,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 4106 | 81.8 |
January 2016 | Good | Good | Good | Good | 6700 | 79.0 |
January 2014 | Good | Good | Good | Good | 6700 | 79.0 |
February 2012 | Good | Good | Good | Good | 2200 | 93.7 |
February 2010 | Good | Good | Good | Good | 2200 | 93.7 |
January 2008 | Fair | Satisfactory | Good | Good | 2300 | 93.7 |
January 2006 | Good | Good | Good | Good | 2000 | 94.8 |
October 2003 | Good | Good | Good | Good | 2000 | 94.8 |
May 2001 | Good | Good | Good | Good | 1700 | 94.8 |
February 2000 | Good | Good | Good | Good | 1700 | 94.8 |
May 1998 | Good | Good | Good | Good | 1800 | 94.8 |
February 1996 | Good | Good | Good | Good | 1600 | 95.1 |
June 1993 | Good | Good | Good | Good | 2000 | 95.1 |
October 1991 | Good | Good | Very Good | Good | 2480 | 94.1 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 410 | 410 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,057 | 2,756 | 301 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 151 | 144 | 7 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 69 | 62 | 7 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 203 | 196 | 7 | 0 | 0 |