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WASATCH COUNTY RD over PROVO RIVER

Wasatch County, Utah

Map

Coordinates:
+40.55419, -111.43333
40°33'15" N, 111°25'60" W

Facts

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

Name:	WASATCH COUNTY RD over PROVO RIVER
Structure number:	051009D
Location:	3.5 MI. NW. OF HEBER CITY
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	62.0 ft. `[18.9 m]`
Total length:	75.1 ft. `[22.9 m]`
Roadway width between curbs:	28.2 ft. `[8.6 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Skew angle:	15°
Owner:	County Highway Agency `[02]`
Year built:	1956
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Concrete `[1]`
Main span design:	Frame `[07]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	851 `[as of 2010]`
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	46.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Satisfactory	Satisfactory	Good	851	46.9
June 2016	Fair	Satisfactory	Satisfactory	Good	851	46.9
June 2014	Fair	Satisfactory	Satisfactory	Good	851	81.9
June 2012	Fair	Satisfactory	Satisfactory	Good	851	81.9
June 2010	Fair	Good	Satisfactory	Good	851	78.9
June 2008	Fair	Good	Satisfactory	Good	851	78.9
August 2006	Fair	Good	Satisfactory	Good	675	86.6
July 2004	Fair	Good	Satisfactory	Good	675	86.6
July 2002	Fair	Good	Satisfactory	Good	675	86.6
July 2000	Fair	Good	Satisfactory	Good	675	81.6
July 1998	Fair	Good	Satisfactory	Good	675	81.6
July 1996	Fair	Good	Satisfactory	Good	675	81.6
August 1994	Fair	Good	Satisfactory	Good	675	86.6
August 1992	Fair	Good	Satisfactory	Good	665	86.7
June 1990	Fair	Good	Satisfactory	Good	665	86.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	68	60	8	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	130	0	80	50	0
Deck
Reinforced Concrete Slab	sq. ft.	2,574	2,199	125	250	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/1569794