US 24 ML over S FK SOUTH PLATTE RVR
Map
Coordinates:
+38.98684, -105.3633638°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 |