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US 285 ML over N FK SOUTH PLATTE RVR

Park County, Colorado

Map

Coordinates:
+39.41974, -105.54304
39°25'11" N, 105°32'35" W

Facts

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

Name:	US 285 ML over N FK SOUTH PLATTE RVR
Structure number:	G-14-T
Location:	0.2 MI S OF BAILY SCHOOLS
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	100.1 ft. `[30.5 m]`
Total length:	102.7 ft. `[31.3 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Skew angle:	27°
Owner:	State Highway Agency `[01]`
Year built:	1995
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:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,800 `[as of 2011]`
Truck traffic:	9% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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:	99.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Very Good	Very Good	Very Good	3800	99.8
August 2015	Good	Very Good	Very Good	Very Good	3800	99.8
August 2013	Good	Very Good	Very Good	Very Good	3800	99.8
August 2011	Good	Very Good	Very Good	Very Good	4200	99.8
October 2009	Good	Very Good	Very Good	Very Good	4200	99.8
September 2005	Good	Very Good	Very Good	Very Good	3850	99.8
August 2001	Good	Very Good	Very Good	Very Good	3171	99.7
October 1999	Good	Good	Very Good	Very Good	3289	99.7
September 1997	Good	Good	Very Good	Very Good	2550	99.8
September 1995	Good	Very Good	Very Good	Very Good	2550	99.8

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.	600	600	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,418	4,418	0	0	0
Wearing Surfaces	sq. ft.	4,418	4,358	60	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	86	80	6	0	0
Joints
Compression Joint	linear ft.	88	88	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	206	206	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/1068161