EVANS AVE over SOUTH PLATTE RIVER
Map
Coordinates:
+39.67848, -104.9980939°40'43" N, 104°59'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EVANS AVE over SOUTH PLATTE RIVER |
Structure number: | D-02-PR-260A |
Location: | EVANS E OF PLATTE RIVER |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 174.9 ft. [53.3 m] |
Roadway width between curbs: | 64.0 ft. [19.5 m] |
Deck width edge-to-edge: | 73.2 ft. [22.3 m] |
Skew angle: | 7° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1957 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20,816 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 89.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Good | Satisfactory | 20816 | 89.5 |
October 2016 | Fair | Satisfactory | Good | Satisfactory | 20816 | 89.5 |
October 2014 | Fair | Fair | Good | Satisfactory | 20585 | 88.5 |
October 2012 | Fair | Fair | Good | Satisfactory | 20585 | 88.5 |
October 2010 | Fair | Fair | Good | Good | 31176 | 87.4 |
September 2008 | Fair | Satisfactory | Good | Good | 31176 | 88.5 |
October 2006 | Good | Good | Good | Good | 28138 | 88.8 |
August 2004 | Good | Good | Very Good | Good | 28138 | 88.8 |
October 2002 | Good | Good | Very Good | Good | 28138 | 88.3 |
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. | 1,750 | 1,747 | 0 | 3 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,775 | 12,713 | 62 | 0 | 0 |
Wearing Surfaces | sq. ft. | 12,775 | 12,775 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 104 | 97 | 7 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 147 | 89 | 55 | 3 | 0 |
Steel Pile | each | 7 | 0 | 7 | 0 | 0 |
Steel Protective Coating | sq. ft. | 7 | 0 | 0 | 0 | 7 |
Joints |
Compression Joint | linear ft. | 147 | 147 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 350 | 350 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 350 | 175 | 175 | 0 | 0 |