Share: 
PR-66 over URBAN LOCAL ROAD
Map
Coordinates:
+18.36083, -65.89236
18°21'39" N, 65°53'32" W
+18.36083, -65.89236
18°21'39" N, 65°53'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PR-66 over URBAN LOCAL ROAD |
| Structure number: | 028251 |
| Location: | 2.25 KM S.E. OF CANOVANAS |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 121.7 ft. [37.1 m] |
| Total length: | 126.6 ft. [38.6 m] |
| Roadway width between curbs: | 80.7 ft. [24.6 m] |
| Deck width edge-to-edge: | 107.6 ft. [32.8 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Toll Authority [31] |
| Year built: | 2006 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| 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 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 35,000 [as of 2005] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Underclearances appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Good | Good | Very Good | Very Good | 35000 | 100.0 |
| April 2015 | Good | Good | Very Good | Very Good | 35000 | 100.0 |
| April 2013 | Good | Good | Very Good | Very Good | 35000 | 100.0 |
| April 2011 | Good | Good | Very Good | Very Good | 35000 | 100.0 |
| April 2009 | Good | Good | Very Good | Very Good | 35000 | 100.0 |
| November 2007 | Good | Very Good | Very Good | Very Good | 35000 | 100.0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1479466
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1479466