SR 804 Boyton B B over I 95 SR 9
Map
Coordinates:
+26.52891, -80.0730926°31'44" N, 80°04'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 804 Boyton B B over I 95 SR 9 |
Structure number: | 930285 |
Location: | 1 mile West of US 1 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 275.6 ft. [84.0 m] |
Roadway width between curbs: | 81.4 ft. [24.8 m] |
Deck width edge-to-edge: | 95.8 ft. [29.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 3° |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
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: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 49,500 [as of 2018] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Very Good | Satisfactory | Good | 49500 | 88.7 |
September 2016 | Good | Very Good | Good | Good | 47000 | 78.5 |
September 2014 | Good | Very Good | Good | Very Good | 46000 | 78.7 |
September 2012 | Good | Very Good | Very Good | Very Good | 45000 | 77.9 |
September 2010 | Good | Very Good | Very Good | Very Good | 42500 | 79.3 |
September 2008 | Good | Very Good | Very Good | Very Good | 45000 | 80.0 |
September 2006 | Good | Good | Very Good | Good | 31500 | 93.5 |
October 2004 | Good | Good | Very Good | Good | 30000 | 88.5 |
August 2002 | Good | Good | Very Good | Good | 28500 | 89.7 |
October 2000 | Good | Good | Very Good | Good | 42000 | 87.6 |
September 1998 | Good | Very Good | Very Good | Very Good | 28500 | 88.6 |
September 1996 | Good | Very Good | Very Good | Very Good | 27900 | 89.8 |
October 1994 | Good | Very Good | Very Good | Very Good | 27900 | 89.5 |
September 1992 | Good | Very Good | Very Good | Very Good | 17072 | 91.2 |
September 1990 | Good | Very Good | Very Good | Very Good | 33054 | 88.7 |