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SR-128 over SAGERS WASH

Grand County, Utah

Map

Coordinates:
+38.86132, -109.29433
38°51'41" N, 109°17'40" W

Facts

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

Name:	SR-128 over SAGERS WASH
Structure number:	0F 546
Location:	4.5 MI.NO.COLORADO RIVER
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	59.7 ft. `[18.2 m]`
Total length:	122.1 ft. `[37.2 m]`
Roadway width between curbs:	38.7 ft. `[11.8 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 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:	2
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:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	405 `[as of 2014]`
Truck traffic:	25% of total traffic
Deck condition:	Good `[7 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:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	94.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Good	Good	Good	405	94.9
September 2015	Good	Good	Good	Good	405	94.9
September 2013	Good	Good	Very Good	Good	377	95.1
September 2011	Good	Good	Very Good	Good	805	90.4
September 2009	Good	Good	Very Good	Good	805	90.4
October 2007	Good	Good	Very Good	Good	690	91.1
September 2005	Good	Good	Very Good	Good	690	91.1
October 2003	Good	Good	Very Good	Good	645	91.4
September 1999	Good	Good	Very Good	Good	665	86.0
September 1997	Good	Very Good	Very Good	Good	595	86.5
November 1995	Good	Very Good	Very Good	Good	510	92.4
October 1993	Good	Very Good	Very Good	Good	215	94.2
December 1991	Good	Very Good	Very Good	Good	105	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 Girder/Beam	linear ft.	601	601	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,089	4,509	580	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	32	0	32	0	0
Reinforced Concrete Abutment	linear ft.	84	70	14	0	0
Reinforced Concrete Pier Cap	linear ft.	41	39	2	0	0
Bearings
Elastomeric Bearing	each	10	10	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	342	342	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/1570692