LRD HILLCREST RD over LITTLE ELK RIVER
Map
Coordinates:
+45.67164, -90.2587845°40'18" N, 90°15'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD HILLCREST RD over LITTLE ELK RIVER |
Structure number: | B50006400000000 |
Location: | 1.1M N JCT CTH D |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 10° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 42 [as of 2015] |
Truck traffic: | 12% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Operating rating: | 77.2 tons [70.2 metric tons] |
Inventory rating: | 46.3 tons [42.1 metric tons] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2016 | 100.0 | Good | Good | Good | Very Good | - | 42 |
August 2014 | 98.0 | Good | Very Good | Excellent | Excellent | - | 42 |
August 2012 | 98.0 | Good | Very Good | Excellent | Excellent | - | 40 |
August 2010 | 98.0 | Good | Very Good | Excellent | Excellent | - | 40 |
August 2008 | 98.0 | Good | Very Good | Excellent | Excellent | - | 40 |
August 2006 | 98.0 | Good | Excellent | Excellent | Excellent | - | 40 |
August 2004 | 98.0 | Good | Excellent | Excellent | Excellent | - | 40 |
August 2002 | 98.0 | Good | Excellent | Excellent | Excellent | - | 40 |
September 2000 | 98.0 | Good | Excellent | Excellent | Excellent | - | 40 |
October 1998 | 98.0 | Good | Excellent | Excellent | Excellent | - | 40 |
September 1996 | 98.0 | Good | Excellent | Excellent | Excellent | - | 40 |
October 1994 | 98.0 | Good | Excellent | Excellent | Excellent | - | 40 |
October 1993 | 98.0 | Good | Excellent | Excellent | Excellent | - | 40 |