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PR 203 Km. 1.10 over Local Road Km. 0.01
Map
Coordinates:
+18.24278, -65.99250
18°14'34" N, 65°59'33" W
+18.24278, -65.99250
18°14'34" N, 65°59'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PR 203 Km. 1.10 over Local Road Km. 0.01 |
| Structure number: | 028791 |
| Location: | 2.42 Km SW Gurabo |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 70.9 ft. [21.6 m] |
| Total length: | 76.1 ft. [23.2 m] |
| Roadway width between curbs: | 94.2 ft. [28.7 m] |
| Deck width edge-to-edge: | 99.7 ft. [30.4 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2008 |
| 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 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,700 [as of 2002] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 97.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Fair | Satisfactory | Very Good | Very Good | 19700 | 97.1 |
| March 2015 | Fair | Satisfactory | Very Good | Very Good | 19700 | 97.1 |
| March 2013 | Fair | Satisfactory | Very Good | Very Good | 19700 | 97.1 |
| March 2011 | Good | Good | Very Good | Very Good | 19700 | 97.1 |
| March 2009 | Good | Very Good | Very Good | Very Good | 15900 | 97.2 |
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. | 1,276 | 1,276 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 6,598 | 6,447 | 151 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 276 | 276 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 210 | 125 | 72 | 13 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 302 | 302 | 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/1479495
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1479495