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US 285 ML over N FK SOUTH PLATTE RVR
Map
Coordinates:
+39.45476, -105.64067
39°27'17" N, 105°38'26" W
+39.45476, -105.64067
39°27'17" N, 105°38'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 285 ML over N FK SOUTH PLATTE RVR |
| Structure number: | G-14-R |
| Location: | 8.8 MI N.E. KENOSHA PASS |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 47.9 ft. [14.6 m] |
| Total length: | 52.2 ft. [15.9 m] |
| Roadway width between curbs: | 132.9 ft. [40.5 m] |
| Deck width edge-to-edge: | 134.8 ft. [41.1 m] |
| Skew angle: | 40° |
| Owner: | State Highway Agency [01] |
| Year built: | 1989 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,800 [as of 2011] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| 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: | 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: | 80.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 3800 | 80.0 |
| August 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 3800 | 80.0 |
| October 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 4200 | 80.0 |
| September 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 3850 | 80.0 |
| August 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 3111 | 80.0 |
| September 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 3032 | 72.0 |
| September 1995 | Fair | - | - | - | 2500 | 80.0 |
| August 1993 | Fair | - | - | - | 2300 | 80.0 |
| September 1992 | Fair | - | - | - | 2300 | 80.0 |
| August 1990 | Fair | Satisfactory | Satisfactory | Good | 1900 | 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 |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 270 | 260 | 10 | 0 | 0 |
| Joints | ||||||
| Other Joint | linear ft. | 96 | 0 | 0 | 48 | 48 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 7,054 | 5,855 | 1,199 | 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/1068159
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1068159