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PICKER STREET over DOLORES RIVER

Dolores County, Colorado

Map

Coordinates:
+37.69006, -108.03464
37°41'24" N, 108°02'05" W

Facts

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

Name:	PICKER STREET over DOLORES RIVER
Structure number:	RICO-001A
Location:	800 FT W of SH145
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	67.9 ft. `[20.7 m]`
Total length:	71.2 ft. `[21.7 m]`
Roadway width between curbs:	14.1 ft. `[4.3 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Skew angle:	30°
Owner:	Town or Township Highway Agency `[03]`
Year built:	1991
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:	Tee beam `[04]`
Deck type:	Other `[9]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	96 `[as of 2018]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	63.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Fair	Fair	Satisfactory	96	63.9
June 2016	Fair	Fair	Fair	Satisfactory	33	63.6
June 2014	Fair	Fair	Fair	Satisfactory	33	63.6
June 2012	Fair	Fair	Fair	Satisfactory	63	63.3
June 2010	Fair	Fair	Satisfactory	Satisfactory	63	74.3
June 2008	Fair	Fair	Satisfactory	Satisfactory	27	74.7
June 2006	Fair	Satisfactory	Good	Satisfactory	27	75.7
April 2004	Fair	Satisfactory	Good	Satisfactory	27	76.7
May 2002	Fair	Satisfactory	Good	Satisfactory	32	76.7
August 2000	Fair	Good	Good	Satisfactory	32	76.6
July 2000	Fair	Satisfactory	Good	Satisfactory	32	76.6
August 1998	Fair	Good	Good	Satisfactory	32	76.6
August 1996	Fair	Good	Good	Satisfactory	67	76.2
August 1994	Fair	Good	Good	Satisfactory	67	76.4
August 1992	Good	Good	Good	Good	67	76.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	285	0	235	50	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,139	600	339	200	0
Wearing Surfaces	sq. ft.	997	933	0	64	0
Substructure
Other Material Abutment	linear ft.	37	27	10	0	0
Prestressed Concrete Pier Cap	linear ft.	37	37	0	0	0
Joints
Open Joint	linear ft.	37	37	0	0	0
Other Joint	linear ft.	214	0	212	1	1
Bearings
Elastomeric Bearing	each	8	8	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	142	142	0	0	0
Steel Protective Coating	sq. ft.	142	142	0	0	0

© Copyright 2012-20, 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/1071539