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US-40 (SR-40) over CURRANT CREEK
Map
Coordinates:
+40.20028, -110.90750
40°12'01" N, 110°54'27" W
+40.20028, -110.90750
40°12'01" N, 110°54'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-40 (SR-40) over CURRANT CREEK |
| Structure number: | 0F 602 |
| Location: | AT CURRANT CREEK |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 91.2 ft. [27.8 m] |
| Total length: | 94.2 ft. [28.7 m] |
| Roadway width between curbs: | 66.9 ft. [20.4 m] |
| Deck width edge-to-edge: | 68.6 ft. [20.9 m] |
| Skew angle: | 24° |
| Owner: | State Highway Agency [01] |
| Year built: | 1998 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,990 [as of 2014] |
| 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: | 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 80.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Fair | Satisfactory | Very Good | Very Good | 3990 | 80.0 |
| May 2015 | Fair | Satisfactory | Very Good | Very Good | 3746 | 80.0 |
| May 2013 | Good | Good | Very Good | Very Good | 3746 | 80.0 |
| June 2011 | Good | Good | Very Good | Very Good | 4845 | 80.0 |
| April 2009 | Good | Good | Very Good | Very Good | 4845 | 80.0 |
| May 2007 | Good | Good | Very Good | Very Good | 3895 | 80.0 |
| August 2005 | Good | Good | Very Good | Very Good | 3895 | 80.0 |
| August 2003 | Good | Good | Very Good | Very Good | 3455 | 80.0 |
| March 1999 | Good | Very Good | Very Good | Very Good | 2985 | 75.0 |
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. | 740 | 740 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 6,380 | 5,423 | 957 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 154 | 148 | 6 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 286 | 286 | 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/1570730
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570730