PINE GROVE ROAD over NICHOLSON BRANCH
Map
Coordinates:
+31.52978, -88.8271931°31'47" N, 88°49'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PINE GROVE ROAD over NICHOLSON BRANCH |
Structure number: | 080705000003243 |
Location: | NO DATA ENTERED |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 81.0 ft. [24.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | U.S. Forest Service [64] |
Year built: | 2004 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Unknown [*] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 91.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Very Good | Good | Good | 50 | 91.7 |
March 2016 | Good | Good | Good | Good | 50 | 92.7 |
March 2014 | Good | Good | Good | Good | 50 | 92.7 |
March 2012 | Good | Good | Good | Good | 50 | 92.7 |
March 2010 | Good | Good | Good | Good | 50 | 92.7 |
March 2008 | Good | Good | Good | Good | 50 | 92.7 |
November 2004 | - | - | - | - | 50 | 94.5 |