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US 95 NBL over UPRR;BITTER ROAD
Map
Coordinates:
+47.45472, -116.99722
47°27'17" N, 116°59'50" W
+47.45472, -116.99722
47°27'17" N, 116°59'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 95 NBL over UPRR;BITTER ROAD |
| Structure number: | 000000000033510 |
| Location: | 6.0 N. WORLEY |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 109.9 ft. [33.5 m] |
| Total length: | 220.2 ft. [67.1 m] |
| Roadway width between curbs: | 38.7 ft. [11.8 m] |
| Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 2007 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 2 |
| 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: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,650 [as of 2015] |
| Truck traffic: | 6% 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: | Better than present minimum criteria [7] |
| Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 95.7 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Fair | Satisfactory | Very Good | Very Good | 2650 | 95.7 |
| August 2015 | Good | Good | Very Good | Very Good | 2550 | 95.8 |
| August 2013 | Good | Good | Very Good | Very Good | 2550 | 99.8 |
| August 2011 | Good | Very Good | Very Good | Very Good | 2600 | 99.8 |
| August 2009 | Good | Very Good | Very Good | Very Good | 4400 | 99.6 |
| August 2007 | Good | Excellent | Excellent | Excellent | 4400 | 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. | 878 | 878 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 9,275 | 8,565 | 710 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 26 | 26 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 96 | 96 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 47 | 47 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 96 | 0 | 0 | 84 | 12 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 573 | 573 | 0 | 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/1134580
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1134580