PR 100 over PR 114
Map
Coordinates:
+18.05956, -67.1460218°03'34" N, 67°08'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 100 over PR 114 |
Structure number: | 028852 |
Location: | PR 100 NorthBound |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 95.5 ft. [29.1 m] |
Total length: | 95.5 ft. [29.1 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 29° |
Owner: | State Highway Agency [01] |
Year built: | 2013 |
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: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 26,600 [as of 2005] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
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: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 26600 | 95.0 |
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. | 669 | 669 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,907 | 3,907 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 187 | 187 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 92 | 92 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 14 | 14 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 190 | 190 | 0 | 0 | 0 |