SPIRIT LK CAUSEWAY over SPIRIT LAKE;CAUSEWAY BR
Map
Coordinates:
+47.95861, -116.8741747°57'31" N, 116°52'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SPIRIT LK CAUSEWAY over SPIRIT LAKE;CAUSEWAY BR |
Structure number: | 000000000030485 |
Location: | 0.4 S. 0.4 W. SPIRIT LAKE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 53.2 ft. [16.2 m] |
Total length: | 54.1 ft. [16.5 m] |
Roadway width between curbs: | 35.1 ft. [10.7 m] |
Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
Owner: | Other Local Agencies [25] |
Year built: | 1983 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 260 [as of 2015] |
Truck traffic: | 15% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 86.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Fair | Fair | Satisfactory | 260 | 86.7 |
August 2015 | Fair | Fair | Fair | Satisfactory | 260 | 86.7 |
August 2013 | Fair | Fair | Fair | Satisfactory | 260 | 86.7 |
August 2011 | Fair | Fair | Fair | Satisfactory | 260 | 86.7 |
August 2009 | Fair | Fair | Fair | Satisfactory | 260 | 86.7 |
August 2007 | Fair | Fair | Fair | Satisfactory | 260 | 86.7 |
August 2005 | Fair | Fair | Fair | Satisfactory | 260 | 86.7 |
August 2003 | Fair | Good | Fair | Satisfactory | 260 | 87.7 |
August 2001 | Fair | Good | Fair | Satisfactory | 260 | 87.7 |
August 1999 | Fair | Good | Fair | Satisfactory | 260 | 87.7 |
August 1997 | Fair | Good | Fair | Satisfactory | 260 | 87.7 |
August 1995 | Fair | Good | Good | Satisfactory | 260 | 98.7 |
August 1993 | Fair | Good | Good | Fair | 350 | 87.7 |
August 1991 | Good | Very Good | Very Good | Very Good | 350 | 99.7 |
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 Girder/Beam | linear ft. | 318 | 198 | 120 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 2,003 | 1,943 | 60 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 91 | 63 | 28 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 108 | 108 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 447 | 447 | 0 | 0 | 0 |