CDA RIVER ROAD over LOST CREEK
Map
Coordinates:
+47.70061, -115.9448647°42'02" N, 115°56'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CDA RIVER ROAD over LOST CREEK |
Structure number: | 000000000030835 |
Location: | 4.9 N. PRICHARD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1953 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 440 [as of 2015] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 96.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 440 | 96.6 |
July 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 440 | 96.6 |
July 2013 | Good | Good | Good | Good | 440 | 96.6 |
July 2011 | Good | Good | Good | Good | 400 | 96.3 |
July 2009 | Good | Good | Good | Good | 400 | 96.3 |
July 2007 | Good | Good | Good | Good | 400 | 96.3 |
July 2005 | Good | Good | Good | Good | 400 | 96.3 |
July 2003 | Good | Good | Good | Good | 400 | 96.3 |
July 2001 | Good | Good | Good | Good | 400 | 96.3 |
July 1999 | Good | Good | Good | Good | 320 | 96.5 |
July 1997 | Good | Good | Good | Good | 320 | 96.5 |
July 1995 | Good | Good | Good | Good | 150 | 96.7 |
July 1993 | Good | Good | Good | Good | 150 | 96.7 |
July 1991 | Good | Very Good | Good | Good | 150 | 96.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 328 | 128 | 200 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 1,369 | 1,369 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,260 | 1,060 | 200 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 92 | 25 | 67 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 85 | 85 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 183 | 161 | 22 | 0 | 0 |