Share:

US 287 ML over RUSH CREEK

Kiowa County, Colorado

Map

Coordinates:
+38.61177, -102.78591
38°36'42" N, 102°47'09" W

Facts

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

Name:	US 287 ML over RUSH CREEK
Structure number:	J-25-F
Location:	9.0 MI N OF JCT SH 96-W-E
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	78.7 ft. `[24.0 m]`
Total length:	404.2 ft. `[123.2 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	46.6 ft. `[14.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1988
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	5
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,200 `[as of 2011]`
Truck traffic:	43% of total traffic
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:	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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	96.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Good	Good	Satisfactory	3200	96.1
June 2016	Fair	Good	Good	Satisfactory	3200	96.1
June 2012	Fair	Good	Good	Satisfactory	3200	96.1
June 2008	Fair	Very Good	Very Good	Satisfactory	3200	96.1
May 2004	Good	Very Good	Very Good	Good	3282	96.0
May 2000	Good	Very Good	Very Good	Good	2261	97.2
March 1996	Good	Good	Very Good	Good	2261	97.2
April 1994	Good	Good	Very Good	Good	1550	98.1
April 1991	Good	Very Good	Very Good	Good	1600	96.1

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.	2,421	2,421	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	18,791	18,791	0	0	0
Wearing Surfaces	sq. ft.	17,776	0	17,776	0	0
Substructure
Reinforced Concrete Column	each	16	16	0	0	0
Reinforced Concrete Abutment	linear ft.	93	0	0	93	0
Reinforced Concrete Pier Cap	linear ft.	186	186	0	0	0
Joints
Pourable Joint	linear ft.	93	53	40	0	0
Other Joint	linear ft.	93	0	70	23	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	808	808	0	0	0
Steel Protective Coating	sq. ft.	808	808	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/1069164