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US 91 over CUB RIVER
Map
Coordinates:
+42.02367, -111.80681
42°01'25" N, 111°48'25" W
+42.02367, -111.80681
42°01'25" N, 111°48'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 91 over CUB RIVER |
| Structure number: | 000000000017456 |
| Location: | 0.6 N. FRANKLIN |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 71.9 ft. [21.9 m] |
| Total length: | 74.2 ft. [22.6 m] |
| Roadway width between curbs: | 69.6 ft. [21.2 m] |
| Deck width edge-to-edge: | 71.5 ft. [21.8 m] |
| Skew angle: | 14° |
| Owner: | State Highway Agency [01] |
| Year built: | 2006 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Prestressed concrete [5] |
| Main span 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: July 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,500 [as of 2016] |
| Truck traffic: | 7% 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: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 99.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Fair | Satisfactory | Very Good | Very Good | 7500 | 99.3 |
| July 2014 | Fair | Satisfactory | Very Good | Very Good | 6400 | 99.4 |
| July 2012 | Fair | Satisfactory | Very Good | Very Good | 6300 | 99.4 |
| July 2011 | Fair | Satisfactory | Very Good | Very Good | 6400 | 99.4 |
| July 2010 | Fair | Satisfactory | Very Good | Very Good | 6400 | 99.4 |
| July 2009 | Fair | Satisfactory | Very Good | Very Good | 5700 | 99.5 |
| July 2008 | Fair | Satisfactory | Very Good | Very Good | 5700 | 99.5 |
| July 2007 | Good | Very Good | Very Good | Very Good | 5000 | 99.5 |
| July 2006 | Good | Excellent | Excellent | Excellent | 5000 | 99.5 |
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. | 519 | 519 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 5,291 | 4,714 | 577 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 5,143 | 4,566 | 0 | 0 | 577 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 150 | 150 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 156 | 0 | 0 | 0 | 156 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 148 | 148 | 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/1131900
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1131900