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COUNTY ROAD over RED CREEK

Daggett County, Utah

Map

Coordinates:
+40.98264, -109.22991
40°58'58" N, 109°13'48" W

Facts

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

Name:	COUNTY ROAD over RED CREEK
Structure number:	009006C
Location:	AT CLAY BASIN
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	75.1 ft. `[22.9 m]`
Total length:	149.9 ft. `[45.7 m]`
Roadway width between curbs:	32.5 ft. `[9.9 m]`
Deck width edge-to-edge:	32.5 ft. `[9.9 m]`
Skew angle:	30°
Owner:	County Highway Agency `[02]`
Year built:	1987
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 `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	76 `[as of 2010]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	90.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Satisfactory	Good	Good	76	90.2
April 2016	Fair	Satisfactory	Good	Good	76	90.2
April 2014	Fair	Satisfactory	Good	Good	76	87.5
April 2012	Fair	Satisfactory	Good	Good	76	93.3
March 2010	Fair	Satisfactory	Good	Good	76	93.3
April 2008	Fair	Satisfactory	Good	Good	76	93.3
July 2006	Fair	Satisfactory	Good	Good	60	93.4
July 2004	Good	Good	Very Good	Good	60	93.4
May 2002	Good	Good	Very Good	Good	60	93.4
April 2000	Good	Good	Very Good	Good	60	88.4
April 1998	Good	Good	Very Good	Good	60	88.4
May 1996	Good	Good	Very Good	Good	60	88.4
April 1994	Good	Good	Very Good	Good	60	94.6
June 1992	Good	Good	Very Good	Very Good	45	94.7
April 1990	Good	Very Good	Very Good	Very Good	45	94.7

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.	1,049	315	734	0	0
Substructure
Steel Column	each	15	0	15	0	0
Steel Abutment	linear ft.	166	0	166	0	0
Steel Pier Cap	linear ft.	99	84	15	0	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	4,850	3,250	1,600	0	0
Joints
Compression Joint	linear ft.	47	0	0	47	0
Bearings
Elastomeric Bearing	each	28	0	28	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	300	270	30	0	0
Deck
Other Material Deck	sq. ft.	4,850	3,250	1,600	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/1568935