Share:

LUPINE ROAD over GORE CREEK

Eagle County, Colorado

Map

Coordinates:
+39.63833, -106.30194
39°38'18" N, 106°18'07" W

Facts

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

Name:	LUPINE ROAD over GORE CREEK
Structure number:	VAIL-LUPINE-1A
Location:	.2 MI S BIGHORN ROAD
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	48.2 ft. `[14.7 m]`
Total length:	51.5 ft. `[15.7 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1981
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	60 `[as of 2017]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 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:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	96.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Satisfactory	Satisfactory	Good	60	96.8
June 2014	Fair	Satisfactory	Satisfactory	Good	54	96.8
June 2010	Fair	Satisfactory	Satisfactory	Very Good	46	96.9
June 2006	Fair	Satisfactory	Satisfactory	Very Good	83	96.8
June 2002	Good	Very Good	Very Good	Very Good	100	96.8
July 2000	Good	Good	Good	Very Good	100	96.7
September 1999	Good	Very Good	Very Good	Very Good	100	96.7
September 1998	Good	Very Good	Very Good	Very Good	100	96.7
August 1996	Good	Very Good	Very Good	Very Good	155	96.7
September 1994	Good	Very Good	Very Good	Very Good	155	95.5
August 1992	Good	Very Good	Very Good	Very Good	155	95.5
September 1990	Good	Very Good	Very Good	Very Good	66	95.6

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
Steel Girder/Beam	linear ft.	361	321	40	0	0
Steel Protective Coating	sq. ft.	361	361	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	56	53	3	0	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	1,442	1,298	144	0	0
Wearing Surfaces	sq. ft.	1,442	1,402	40	0	0
Steel Protective Coating	sq. ft.	1,442	1,298	144	0	0
Bearings
Elastomeric Bearing	each	14	14	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	103	83	20	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/1071780