US98/441 SR15/700 over Drainage Canal
Map
Coordinates:
+27.11089, -80.6639427°06'39" N, 80°39'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US98/441 SR15/700 over Drainage Canal |
Structure number: | 890157 |
Location: | 11.4Mi N of Palm Beach Co |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 48.6 ft. [14.8 m] |
Deck width edge-to-edge: | 51.5 ft. [15.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,500 [as of 2015] |
Truck traffic: | 32% 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Good | Good | 2500 | 96.8 |
January 2015 | Good | Good | Good | Good | 2300 | 97.1 |
January 2013 | Good | Good | Good | Good | 2500 | 96.8 |
January 2011 | Good | Good | Good | Good | 3000 | 96.1 |
January 2009 | Good | Good | Good | Good | 3400 | 95.7 |
February 2007 | Good | Good | Good | Good | 3400 | 95.7 |
February 2005 | Good | Good | Good | Good | 4100 | 94.8 |
February 2003 | Good | Very Good | Very Good | Very Good | 3800 | 95.7 |
February 2001 | Good | Very Good | Very Good | Very Good | 2200 | 97.5 |
February 1999 | Good | Excellent | Excellent | Excellent | 2500 | 90.0 |