Share:

ALLEY over EAST HARVARD GULCH

Denver County, Colorado

Map

Coordinates:
+39.66924, -104.94949
39°40'09" N, 104°56'58" W

Facts

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

Name:	ALLEY over EAST HARVARD GULCH
Structure number:	D-13-HGE-230
Location:	BTWN STEELE AND ADAMS
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	22.0 ft. `[6.7 m]`
Total length:	47.6 ft. `[14.5 m]`
Roadway width between curbs:	15.1 ft. `[4.6 m]`
Deck width edge-to-edge:	19.7 ft. `[6.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1967
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	11 `[as of 2013]`
Deck condition:	Good `[7 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:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
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:	83.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2016	Fair	Good	Good	Satisfactory	11	83.8
November 2014	Fair	Good	Good	Satisfactory	11	83.8
November 2012	Good	Good	Good	Good	11	83.8
November 2010	Good	Good	Good	Good	10	83.8
September 2008	Good	Good	Good	Good	10	83.8
January 2007	Good	Good	Good	Good	76	83.8
September 2004	Good	Good	Good	Good	76	83.8
November 2002	Good	Good	Good	Good	76	83.7
July 2000	Good	Good	Good	Good	39	83.5
December 1999	Fair	Very Good	Very Good	Satisfactory	39	83.5
December 1998	Fair	Very Good	Very Good	Satisfactory	39	83.5
May 1996	Fair	Good	Good	Satisfactory	12	83.5
November 1994	Good	Good	Good	Good	12	79.5

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 Pier Wall	linear ft.	20	20	0	0	0
Reinforced Concrete Abutment	linear ft.	40	0	40	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	95	95	0	0	0
Steel Protective Coating	sq. ft.	95	95	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	935	926	9	0	0
Wearing Surfaces	sq. ft.	935	0	935	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/1065876