I 95 NB over Palmetto Park Road
Map
Coordinates:
+26.35076, -80.1178126°21'03" N, 80°07'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 95 NB over Palmetto Park Road |
Structure number: | 930199 |
Location: | Boca Raton |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 98.4 ft. [30.0 m] |
Total length: | 192.6 ft. [58.7 m] |
Roadway width between curbs: | 76.4 ft. [23.3 m] |
Deck width edge-to-edge: | 79.4 ft. [24.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
Year reconstructed: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 102,500 [as of 2016] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Very Good | Good | Very Good | 102500 | 94.0 |
September 2015 | Good | Very Good | Good | Very Good | 101500 | 94.0 |
September 2013 | Good | Very Good | Very Good | Very Good | 93250 | 94.0 |
September 2011 | Good | Very Good | Very Good | Very Good | 95000 | 94.0 |
September 2009 | Good | Very Good | Very Good | Very Good | 130000 | 94.0 |
September 2007 | Good | Very Good | Very Good | Very Good | 99250 | 94.0 |
December 2005 | Good | Very Good | Very Good | Very Good | 97250 | 94.0 |
October 2003 | Good | Very Good | Very Good | Very Good | 102000 | 97.0 |
October 2001 | Good | Very Good | Good | Very Good | 95750 | 97.0 |
November 1999 | Good | Very Good | Good | Very Good | 90250 | 99.0 |
November 1997 | Good | Very Good | Good | Very Good | 88000 | 97.0 |
December 1995 | Good | Very Good | Good | Very Good | 79500 | 97.0 |
May 1994 | Good | Very Good | Good | Very Good | 159300 | 98.0 |
April 1992 | Good | Very Good | Good | Very Good | 72966 | 98.0 |
April 1990 | Good | Good | Good | Good | 59332 | 93.0 |
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. | 2,310 | 2,290 | 0 | 20 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 15,266 | 15,227 | 39 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 164 | 163 | 1 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 101 | 101 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 238 | 238 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 48 | 48 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 385 | 385 | 0 | 0 | 0 |