N CENTRAL PARK BLV over E-1 CANAL
Map
Coordinates:
+26.35720, -80.2029626°21'26" N, 80°12'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N CENTRAL PARK BLV over E-1 CANAL |
Structure number: | 934923 |
Location: | 0.6MI N of PLMTTO PARK RD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 58.1 ft. [17.7 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1992 |
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: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,000 [as of 2018] |
Truck traffic: | 2% 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 77.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 3000 | 77.8 |
August 2016 | Good | Good | Good | Good | 3000 | 77.8 |
August 2014 | Good | Good | Good | Good | 3000 | 78.0 |
August 2012 | Good | Good | Good | Good | 3000 | 78.0 |
August 2010 | Good | Good | Good | Good | 3000 | 77.8 |
August 2008 | Good | Good | Good | Good | 3000 | 77.8 |
August 2006 | Good | Good | Good | Good | 3000 | 77.8 |
September 2004 | Good | Good | Good | Good | 3000 | 77.8 |
September 2002 | Good | Good | Good | Good | 3000 | 77.8 |
September 2000 | Good | Good | Good | Good | 3000 | 77.8 |
September 1998 | Good | Good | Good | Good | 3000 | 77.8 |
September 1996 | Fair | Satisfactory | Very Good | Good | 3000 | 77.6 |
August 1994 | Fair | Satisfactory | Very Good | Good | 542 | 91.0 |
October 1992 | Good | Excellent | Excellent | Very Good | 542 | 89.0 |