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US 24 ML over S FK SOUTH PLATTE RVR
Map
Coordinates:
+38.98684, -105.36336
38°59'13" N, 105°21'48" W
+38.98684, -105.36336
38°59'13" N, 105°21'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 24 ML over S FK SOUTH PLATTE RVR |
| Structure number: | I-15-AV |
| Location: | 0.5 MI NW OF LAKE GEORGE |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 117.1 ft. [35.7 m] |
| Total length: | 120.1 ft. [36.6 m] |
| Roadway width between curbs: | 59.1 ft. [18.0 m] |
| Deck width edge-to-edge: | 61.4 ft. [18.7 m] |
| Skew angle: | 20° |
| Owner: | State Highway Agency [01] |
| Year built: | 2000 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,400 [as of 2011] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| 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: | 99.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Good | Good | Good | Good | 2400 | 99.9 |
| September 2016 | Good | Good | Good | Good | 2400 | 99.9 |
| September 2014 | Good | Good | Good | Good | 2400 | 99.9 |
| September 2012 | Good | Good | Good | Good | 2500 | 99.9 |
| September 2010 | Good | Very Good | Very Good | Very Good | 2500 | 99.9 |
| September 2008 | Good | Very Good | Very Good | Very Good | 2500 | 99.9 |
| August 2006 | Good | Very Good | Very Good | Very Good | 2500 | 99.9 |
| September 2004 | Good | Very Good | Very Good | Very Good | 2780 | 99.9 |
| November 2002 | Good | Very Good | Very Good | Very Good | 2777 | 99.9 |
| July 2000 | Good | Very Good | Very Good | Very Good | 2676 | 99.7 |
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. | 962 | 882 | 80 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 7,392 | 7,362 | 30 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 7,092 | 7,092 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 131 | 124 | 7 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 126 | 0 | 126 | 0 | 0 |
| Pourable Joint | linear ft. | 126 | 126 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 240 | 240 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 240 | 240 | 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/1068867
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1068867