FLORIDA AVE over SOUTH PLATTE RIVER
Map
Coordinates:
+39.68912, -104.9998239°41'21" N, 104°59'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FLORIDA AVE over SOUTH PLATTE RIVER |
Structure number: | D-02-PR-250 |
Location: | JUST E OF S PLATTE RIVER |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 78.1 ft. [23.8 m] |
Total length: | 163.1 ft. [49.7 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1956 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
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: | 8,761 [as of 2016] |
Truck traffic: | 6% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 64.6 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 8761 | 64.6 |
October 2016 | Fair | Satisfactory | Good | Satisfactory | 8761 | 64.6 |
October 2014 | Fair | Satisfactory | Good | Satisfactory | 6774 | 64.9 |
October 2012 | Fair | Satisfactory | Good | Satisfactory | 6774 | 64.9 |
October 2010 | Fair | Satisfactory | Good | Satisfactory | 7166 | 64.9 |
September 2008 | Fair | Good | Good | Satisfactory | 7166 | 64.9 |
October 2006 | Fair | Good | Good | Satisfactory | 8652 | 64.7 |
August 2004 | Fair | Good | Good | Satisfactory | 8652 | 64.7 |
October 2002 | Fair | Good | Good | Satisfactory | 8652 | 64.5 |
September 2000 | Good | Good | Good | Good | 8828 | 64.1 |
November 1999 | Good | Very Good | Good | Good | 8828 | 64.1 |
November 1998 | Good | Very Good | Good | Good | 8828 | 64.1 |
March 1996 | Good | Good | Good | Good | 10179 | 63.9 |
November 1994 | Good | Good | Good | Good | 10179 | 64.2 |
December 1992 | Good | Good | Good | Good | 10179 | 64.2 |
October 1990 | Good | Good | Good | Good | 11608 | 64.1 |
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. | 1,467 | 1,446 | 18 | 3 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,780 | 9,780 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 9,780 | 9,632 | 148 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 60 | 48 | 12 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 120 | 40 | 60 | 20 | 0 |
Joints |
Compression Joint | linear ft. | 60 | 55 | 5 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 18 | 18 | 0 | 0 | 0 |
Fixed Bearing | each | 18 | 0 | 18 | 0 | 0 |
Steel Protective Coating | sq. ft. | 18 | 18 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 326 | 316 | 10 | 0 | 0 |