PINE LAKE ROAD over HALF MILE LAKE
Map
Coordinates:
+27.22247, -80.2737627°13'21" N, 80°16'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PINE LAKE ROAD over HALF MILE LAKE |
Structure number: | 894001 |
Location: | 0.8Mi S of BRITT ROAD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1958 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,728 [as of 2017] |
Truck traffic: | 4% 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: | Better than present minimum criteria [7] |
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: | 77.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Good | Good | Good | 1728 | 77.7 |
December 2015 | Good | Good | Good | Good | 1728 | 77.7 |
December 2013 | Good | Good | Good | Good | 1728 | 77.7 |
December 2011 | Good | Good | Good | Good | 1728 | 77.7 |
December 2009 | Good | Good | Good | Good | 1728 | 76.7 |
December 2007 | Good | Good | Good | Good | 1728 | 76.7 |
December 2005 | Good | Good | Good | Good | 1728 | 76.7 |
December 2003 | Good | Good | Good | Good | 1728 | 76.7 |
December 2001 | Good | Good | Good | Good | 1728 | 78.7 |
December 1999 | Good | Good | Good | Good | 1728 | 78.7 |
December 1997 | Good | Good | Good | Good | 1728 | 78.7 |
December 1995 | Good | Good | Good | Good | 1728 | 78.7 |
September 1993 | Fair | Good | Good | Satisfactory | 1728 | 50.7 |
September 1991 | Good | Good | Very Good | Good | 1600 | 47.7 |