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US 40 TO WB I 70 over W FORK CLEAR CREEK SR

Clear Creek County, Colorado

Map

Coordinates:
+39.75879, -105.66045
39°45'32" N, 105°39'38" W

Facts

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

Name:	US 40 TO WB I 70 over W FORK CLEAR CREEK SR
Structure number:	E-14-BH
Location:	3.5 MI NE OF GEORGETOWN
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	76.1 ft. `[23.2 m]`
Total length:	79.7 ft. `[24.3 m]`
Roadway width between curbs:	30.2 ft. `[9.2 m]`
Deck width edge-to-edge:	34.8 ft. `[10.6 m]`
Skew angle:	46°
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 22.5 / HS 25 `[9]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,388 `[as of 2016]`
Truck traffic:	7% 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:	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:	81.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Good	Good	Very Good	Good	1388	81.7
April 2015	Good	Very Good	Very Good	Very Good	591	86.7
April 2013	Good	Very Good	Very Good	Very Good	591	86.7
June 2011	Good	Very Good	Very Good	Very Good	71	95.0
June 2009	Good	Very Good	Very Good	Very Good	71	95.0
May 2007	Good	Very Good	Very Good	Very Good	71	95.0
June 2005	Good	Very Good	Very Good	Very Good	69	95.0
June 2003	Good	Very Good	Very Good	Very Good	389	94.9
May 2001	Good	Very Good	Very Good	Very Good	389	94.9
February 2001	Good	Very Good	Very Good	Very Good	340	94.9

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 Closed Web/Box Girder	linear ft.	380	380	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	2,772	2,744	28	0	0
Wearing Surfaces	sq. ft.	2,402	2,402	0	0	0
Concrete Protective Coating	sq. ft.	2,402	2,402	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	100	95	5	0	0
Joints
Pourable Joint	linear ft.	96	96	0	0	0
Bearings
Elastomeric Bearing	each	20	20	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	160	160	0	0	0
Steel Protective Coating	sq. ft.	160	160	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/1066326