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8TH AVENUE over CHERRY CREEK

Denver County, Colorado

Map

Coordinates:
+39.72887, -104.99035
39°43'44" N, 104°59'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	8TH AVENUE over CHERRY CREEK
Structure number:	D-01-CC-170A
Location:	8TH AVE AT SPEER
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	87.9 ft. `[26.8 m]`
Total length:	90.9 ft. `[27.7 m]`
Roadway width between curbs:	50.2 ft. `[15.3 m]`
Deck width edge-to-edge:	68.9 ft. `[21.0 m]`
Skew angle:	20°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1989
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:	Box beam or girders - Multiple `[05]`
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:	22,863 `[as of 2016]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	75.2
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$586,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2016	Fair	Good	Satisfactory	Satisfactory	22863	75.2
October 2014	Fair	Good	Satisfactory	Satisfactory	17127	75.9
October 2012	Fair	Good	Satisfactory	Satisfactory	17127	75.9
October 2010	Good	Good	Good	Good	23323	75.2
October 2008	Good	Good	Good	Good	24772	75.0
October 2006	Good	Good	Good	Good	24772	75.0
July 2004	Good	Good	Good	Good	24772	75.0
October 2002	Good	Very Good	Good	Good	24772	75.0
September 2000	Good	Very Good	Good	Good	24001	75.1
December 1999	Good	Very Good	Very Good	Very Good	24001	75.1
December 1998	Good	Very Good	Very Good	Very Good	24001	75.1
July 1996	Good	Very Good	Very Good	Very Good	22899	75.2
November 1994	Good	Very Good	Good	Very Good	22899	77.9
December 1992	Good	Very Good	Good	Very Good	22899	77.9
October 1990	Good	Very Good	Very Good	Very Good	13189	78.8

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 Closed Web/Box Girder	linear ft.	1,547	1,485	20	42	0
Concrete Protective Coating	sq. ft.	1,547	1,547	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,261	6,261	0	0	0
Wearing Surfaces	sq. ft.	6,261	5,885	376	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	146	146	0	0	0
Concrete Protective Coating	sq. ft.	146	146	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	182	182	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/1065659