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FLORIDA AVE over SOUTH PLATTE RIVER

Denver County, Colorado

Map

Coordinates:
+39.68912, -104.99982
39°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 2016

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:	Good `[7 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]`
Pier/abutment protection:	Navigation protection not required `[1]`
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]`
Estimated cost of work:	$1,493,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
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, 2018 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	90	10	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	18	0	0	0
Steel Protective Coating	sq. ft.	18	0	0	9	9
Bridge Rail
Other Material Bridge Rail	linear ft.	326	316	10	0	0

© Copyright 2012-19, 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/1065699