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PR-3 over GUAMANI RIVER
Map
Coordinates:
+17.96083, -66.13578
17°57'39" N, 66°08'09" W
+17.96083, -66.13578
17°57'39" N, 66°08'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PR-3 over GUAMANI RIVER |
| Structure number: | 029681 |
| Location: | 3.50 KMS .S.W. OF GUAYAMA |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 104.7 ft. [31.9 m] |
| Total length: | 104.7 ft. [31.9 m] |
| Roadway width between curbs: | 47.2 ft. [14.4 m] |
| Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
| Skew angle: | 12° |
| Owner: | State Highway Agency [01] |
| Year built: | 2012 |
| 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: September 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,800 [as of 2005] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Very Good [8 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] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 89.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Good | Very Good | Very Good | Very Good | 18800 | 89.4 |
| August 2016 | Good | Very Good | Very Good | Very Good | 18800 | 89.4 |
| August 2014 | Good | Very Good | Very Good | Very Good | 18800 | 89.4 |
| August 2012 | Good | Very Good | Very Good | Very Good | 18800 | 89.4 |
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. | 778 | 778 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 5,543 | 5,543 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 276 | 276 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 98 | 85 | 13 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 14 | 14 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 223 | 223 | 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/1661017
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1661017