US 95 over S. FK. MICA CREEK
Map
Coordinates:
+47.59117, -116.8923147°35'28" N, 116°53'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 95 over S. FK. MICA CREEK |
Structure number: | 000000000018652 |
Location: | 9.7 S COEUR D' ALENE |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 105.0 ft. [32.0 m] |
Total length: | 262.2 ft. [79.9 m] |
Roadway width between curbs: | 78.1 ft. [23.8 m] |
Deck width edge-to-edge: | 80.7 ft. [24.6 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 2003 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,700 [as of 2016] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Sufficiency rating: | 88.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Very Good | Good | 6700 | 88.4 |
May 2016 | Fair | Satisfactory | Very Good | Good | 6300 | 89.1 |
May 2014 | Fair | Fair | Very Good | Good | 6100 | 88.3 |
May 2012 | Fair | Fair | Very Good | Good | 5400 | 89.5 |
May 2010 | Fair | Satisfactory | Very Good | Good | 5400 | 83.3 |
May 2008 | Fair | Satisfactory | Very Good | Good | 5300 | 83.3 |
May 2006 | Fair | Satisfactory | Very Good | Good | 5300 | 83.3 |
May 2004 | Fair | Satisfactory | Very Good | Good | 3800 | 83.3 |
September 2003 | Fair | Satisfactory | Excellent | Good | 3700 | 81.3 |
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. | 2,928 | 2,928 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 21,143 | 20,437 | 700 | 6 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 186 | 176 | 10 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 161 | 138 | 23 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 38 | 38 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 186 | 177 | 9 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 161 | 0 | 161 | 0 | 0 |
Compression Joint | linear ft. | 186 | 0 | 185 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 671 | 567 | 104 | 0 | 0 |