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SH 13 ML over WHITE RIVER

Rio Blanco County, Colorado

Map

Coordinates:
+40.01972, -107.96368
40°01'11" N, 107°57'49" W

Facts

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

Name:	SH 13 ML over WHITE RIVER
Structure number:	D-05-A
Location:	2.5 mi. W of MEEKER
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	133.9 ft. `[40.8 m]`
Total length:	271.7 ft. `[82.8 m]`
Roadway width between curbs:	39.4 ft. `[12.0 m]`
Deck width edge-to-edge:	42.3 ft. `[12.9 m]`
Skew angle:	38°
Owner:	State Highway Agency `[01]`
Year built:	2000
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:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,800 `[as of 2011]`
Truck traffic:	20% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
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:	77.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Good	Good	Very Good	Good	2800	77.5
April 2016	Good	Good	Very Good	Good	2800	77.5
April 2014	Good	Good	Very Good	Good	2800	79.1
April 2012	Good	Very Good	Very Good	Very Good	3300	78.2
June 2010	Good	Very Good	Very Good	Very Good	3300	78.2
April 2008	Good	Very Good	Very Good	Very Good	3300	78.2
April 2006	Good	Very Good	Very Good	Very Good	2300	81.6
May 2004	Good	Very Good	Very Good	Very Good	2009	83.1
April 2002	Good	Very Good	Very Good	Very Good	1799	85.3
September 2001	Good	Very Good	Very Good	Very Good	1799	81.7
January 2001	Good	Very Good	Very Good	Very Good	1732	82.1

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
Steel Girder/Beam	linear ft.	1,359	1,359	0	0	0
Steel Protective Coating	sq. ft.	1,359	1,359	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	11,493	10,800	693	0	0
Wearing Surfaces	sq. ft.	10,678	10,478	200	0	0
Substructure
Reinforced Concrete Column	each	2	2	0	0	0
Reinforced Concrete Abutment	linear ft.	108	83	25	0	0
Reinforced Concrete Pier Cap	linear ft.	54	50	4	0	0
Joints
Strip Seal Joint	linear ft.	100	0	100	0	0
Other Joint	linear ft.	108	92	16	0	0
Bearings
Fixed Bearing	each	5	5	0	0	0
Steel Protective Coating	sq. ft.	5	5	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	543	543	0	0	0
Steel Protective Coating	sq. ft.	543	543	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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