PR 185 over PR 3
Map
Coordinates:
+18.37667, -65.9016718°22'36" N, 65°54'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 185 over PR 3 |
Structure number: | 007061 |
Location: | 0.5 KM SOUTH OF CAROLINA |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 82.4 ft. [25.1 m] |
Total length: | 92.5 ft. [28.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 32,500 [as of 2001] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 29.3 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $660,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Fair | Fair | Fair | 32500 | 29.3 |
March 2016 | Fair | Fair | Fair | Fair | 32500 | 29.3 |
March 2014 | Fair | Fair | Fair | Fair | 32500 | 30.0 |
March 2012 | Fair | Fair | Fair | Fair | 35000 | 27.0 |
May 2010 | Fair | Fair | Fair | Fair | 35000 | 63.0 |
April 2008 | Fair | Fair | Fair | Fair | 32800 | 63.0 |
March 2006 | Fair | Fair | Satisfactory | Satisfactory | 32800 | 61.9 |
October 2004 | Fair | Fair | Satisfactory | Satisfactory | 32800 | 61.9 |
May 2002 | Fair | Fair | Satisfactory | Satisfactory | 20600 | 61.9 |
January 2000 | Fair | Fair | Satisfactory | Satisfactory | 20600 | 61.9 |
December 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 16900 | 62.9 |
March 1996 | Fair | Fair | Satisfactory | Satisfactory | 20500 | 61.9 |
January 1994 | Fair | Fair | Satisfactory | Fair | 21600 | 51.9 |
March 1992 | Fair | Fair | Satisfactory | Fair | 11837 | 51.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 151 | 118 | 33 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 335 | 269 | 66 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 6,953 | 0 | 6,953 | 0 | 0 |