Share: 
US 95 SBL over N.FK. ROCK CREEK
Map
Coordinates:
+47.42542, -116.98742
47°25'32" N, 116°59'15" W
+47.42542, -116.98742
47°25'32" N, 116°59'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 95 SBL over N.FK. ROCK CREEK |
| Structure number: | 000000000033505 |
| Location: | 3.6 N. WORLEY |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 115.2 ft. [35.1 m] |
| Total length: | 346.1 ft. [105.5 m] |
| Roadway width between curbs: | 50.5 ft. [15.4 m] |
| Deck width edge-to-edge: | 53.2 ft. [16.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2008 |
| 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: October 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,300 [as of 2016] |
| Truck traffic: | 26% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 99.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Fair | Satisfactory | Very Good | Very Good | 5300 | 99.5 |
| October 2016 | Fair | Satisfactory | Very Good | Very Good | 2650 | 99.8 |
| October 2014 | Fair | Satisfactory | Very Good | Very Good | 2550 | 99.8 |
| October 2012 | Good | Good | Very Good | Very Good | 2600 | 99.8 |
| October 2010 | Good | Very Good | Very Good | Very Good | 5200 | 99.5 |
| November 2008 | Good | Excellent | Excellent | Excellent | 3900 | 99.6 |
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. | 2,398 | 2,398 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 18,373 | 14,355 | 1,493 | 2,525 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 106 | 106 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 106 | 105 | 1 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 53 | 0 | 53 | 0 | 0 |
| Pourable Joint | linear ft. | 106 | 0 | 0 | 0 | 106 |
| Compression Joint | linear ft. | 53 | 0 | 53 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 768 | 595 | 173 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1134579
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1134579