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EVANS AVE over SOUTH PLATTE RIVER

Denver County, Colorado

Map

Coordinates:
+39.67848, -104.99809
39°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 2016

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]`
Pier/abutment protection:	Navigation protection not required `[1]`
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 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, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	1,750	1,747	2	1	0
Deck
Reinforced Concrete Deck	sq. ft.	12,775	12,715	60	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	5	0	0	5	0
Steel Protective Coating	sq. ft.	5	0	0	0	5
Joints
Compression Joint	linear ft.	147	145	2	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	350	350	0	0	0
Steel Protective Coating	sq. ft.	350	350	0	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/1065700