NO DATA ENTERED over SHERMAN CREEK
Map
Coordinates:
+48.60912, -118.3707048°36'33" N, 118°22'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NO DATA ENTERED over SHERMAN CREEK |
Structure number: | 062102300000054 |
Location: | NO DATA ENTERED |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | U.S. Forest Service [64] |
Year built: | 2000 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Girder and floorbeam system [03] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2016
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: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 90.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2016 | Good | Very Good | Good | Very Good | 50 | 90.6 |
July 2014 | Good | Very Good | Good | Very Good | 50 | 90.6 |