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CLINE DRIVE over N FK SOUTH PLATTE RIVER

Park County, Colorado

Map

Coordinates:
+39.44203, -105.60369
39°26'31" N, 105°36'13" W

Facts

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

Name:	CLINE DRIVE over N FK SOUTH PLATTE RIVER
Structure number:	PASE1-0.1-S285
Location:	IN SINGLETON N OF HWY 285
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	50.5 ft. `[15.4 m]`
Total length:	52.8 ft. `[16.1 m]`
Roadway width between curbs:	23.6 ft. `[7.2 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Owner:	County Highway Agency `[02]`
Year built:	1960
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	93 `[as of 2017]`
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:	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:	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:	90.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Satisfactory	Good	93	90.3
April 2015	Fair	Satisfactory	Satisfactory	Good	114	83.1
April 2013	Fair	Satisfactory	Satisfactory	Good	114	83.1
April 2011	Fair	Satisfactory	Satisfactory	Good	60	90.6
May 2009	Fair	Satisfactory	Satisfactory	Good	60	90.6
May 2007	Fair	Satisfactory	Satisfactory	Good	183	82.5
May 2005	Fair	Satisfactory	Good	Good	183	82.5
April 2003	Fair	Satisfactory	Good	Good	183	82.5
June 2001	Good	Good	Good	Good	120	82.8
September 1999	Good	Good	Good	Very Good	120	82.8
September 1997	Good	Good	Good	Very Good	120	82.8
August 1995	Good	Good	Good	Very Good	55	90.6
July 1993	Good	Good	Good	Very Good	55	89.6
August 1991	Good	Good	Good	Very Good	55	89.6

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	317	310	7	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,270	0	1,270	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	48	48	0	0	0
Bearings
Elastomeric Bearing	each	12	0	12	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	106	90	0	16	0
Steel Protective Coating	sq. ft.	106	90	0	0	16

© 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/1071242