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EASTBOUND 56TH AVE over MONTBELLO DITCH

Denver County, Colorado

Map

Coordinates:
+39.79844, -104.86646
39°47'54" N, 104°51'59" W

Facts

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

Name:	EASTBOUND 56TH AVE over MONTBELLO DITCH
Structure number:	D-20-MB-785
Location:	JUST W OF HAVANA ST
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	4.6 ft. `[1.4 m]`
Total length:	51.8 ft. `[15.8 m]`
Roadway width between curbs:	60.0 ft. `[18.3 m]`
Deck width edge-to-edge:	74.8 ft. `[22.8 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1995
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	16,639 `[as of 2013]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	95.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2016	Good	Good	Good	Good	16639	95.4
September 2014	Good	Good	Good	Good	16639	95.4
January 2013	Good	Good	Good	Good	16639	96.4
January 2011	Good	Good	Good	Very Good	8066	93.2
October 2008	Good	Good	Good	Very Good	8066	93.2
November 2006	Good	Good	Good	Very Good	19231	92.1
October 2004	Good	Good	Good	Very Good	19231	88.3
October 2002	Good	Good	Good	Very Good	19231	88.3
August 2000	Good	Good	Good	Very Good	15913	89.3
November 1999	Good	Very Good	Very Good	Very Good	15913	91.3
November 1998	Good	Very Good	Very Good	Very Good	15913	91.3
June 1996	Good	Excellent	Excellent	Excellent	13197	88.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	149	146	3	0	0
Joints
Strip Seal Joint	linear ft.	149	149	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	52	52	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	3,884	3,690	194	0	0
Wearing Surfaces	sq. ft.	3,884	3,884	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/1066077