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PR-66 over PR-185
Map
Coordinates:
+18.35944, -65.90083
18°21'34" N, 65°54'03" W
+18.35944, -65.90083
18°21'34" N, 65°54'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PR-66 over PR-185 |
| Structure number: | 028241 |
| Location: | 2.2 KMS. S. OF CANOVANAS |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 109.6 ft. [33.4 m] |
| Total length: | 117.5 ft. [35.8 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: | 2007 |
| 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: | 30,000 [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: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 89.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Good | Good | Very Good | Very Good | 30000 | 89.5 |
| March 2015 | Good | Good | Very Good | Very Good | 30000 | 89.5 |
| March 2013 | Good | Good | Very Good | Very Good | 30000 | 89.5 |
| March 2011 | Good | Good | Very Good | Very Good | 30000 | 89.5 |
| April 2009 | Good | Good | Very Good | Very Good | 30000 | 89.5 |
| June 2007 | Good | Good | Very Good | Very Good | 30000 | 91.5 |
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. | 1,175 | 1,175 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 10,193 | 10,193 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 266 | 266 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 174 | 148 | 26 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 469 | 469 | 0 | 0 | 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/1479465
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1479465