SR934 EB (870084) over EAST BISCAYNE BAY
Map
Coordinates:
+25.84849, -80.1562325°50'55" N, 80°09'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR934 EB (870084) over EAST BISCAYNE BAY |
Structure number: | 870550 |
Location: | E. of North Bay Island |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 30.2 ft. [9.2 m] |
Total length: | 509.9 ft. [155.4 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 17 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 22,000 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 48.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Poor | Poor | Good | 22000 | 48.6 |
October 2016 | Good | Good | Good | Good | 23250 | 79.6 |
October 2014 | Good | Good | Good | Good | 19500 | 76.8 |
November 2012 | Good | Good | Good | Good | 19750 | 76.8 |
November 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 17750 | 97.2 |
November 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 18500 | 97.1 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 19500 | 97.1 |
October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 20000 | 98.1 |
November 2002 | Good | Good | Good | Good | 19500 | 77.8 |
November 2000 | Good | Good | Good | Good | 18500 | 77.9 |
November 1998 | Good | Good | Good | Good | 17000 | 78.0 |
December 1996 | Good | Good | Good | Good | 17000 | 76.9 |
November 1994 | Good | Good | Good | Good | 17000 | 77.4 |
November 1992 | Good | Good | Good | Good | 15366 | 77.5 |
July 1990 | Good | - | Good | Good | 15366 | 77.5 |