SR-193,INT. X-ROAD over US-89, (SR-89)

Map

Coordinates:
+41.10778, -111.91028
41°06'28" N, 111°54'37" W

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

Name:	SR-193,INT. X-ROAD over US-89, (SR-89)
Structure number:	0F 575
Location:	SR193/SR89 INTCHG. LAYTON
Purpose:	Carries highway overpass over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	112.9 ft. `[34.4 m]`
Total length:	178.5 ft. `[54.4 m]`
Roadway width between curbs:	62.0 ft. `[18.9 m]`
Deck width edge-to-edge:	65.3 ft. `[19.9 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	5°
Owner:	State Highway Agency `[01]`
Year built:	1995
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:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	29,975 `[as of 2014]`
Truck traffic:	11% of total traffic
Deck condition:	Fair `[5 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:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	83.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Fair	Good	Good	29975	83.4
June 2015	Fair	Satisfactory	Very Good	Very Good	29975	84.5
June 2013	Fair	Satisfactory	Very Good	Very Good	24037	86.8
June 2011	Fair	Satisfactory	Very Good	Very Good	27025	85.6
June 2009	Fair	Satisfactory	Very Good	Very Good	27025	85.6
November 2007	Fair	Satisfactory	Very Good	Very Good	9320	92.4
August 2005	Fair	Satisfactory	Very Good	Very Good	9320	92.4
April 2003	Fair	Satisfactory	Very Good	Very Good	17340	89.3
August 1999	Fair	Satisfactory	Very Good	Very Good	16150	86.4
July 1997	Good	Good	Very Good	Very Good	18660	85.4
October 1995	Good	Excellent	Excellent	Excellent	16100	94.0
February 1995	Good	Excellent	Excellent	Excellent	16100	94.0

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.	1,411	1,411	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	11,579	0	11,329	250	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	22	22	0	0	0
Reinforced Concrete Abutment	linear ft.	131	131	0	0	0
Reinforced Concrete Pier Cap	linear ft.	65	65	0	0	0
Bearings
Elastomeric Bearing	each	16	16	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	455	410	45	0	0