I-84 (SR-84) EBL over STODDARD FARM ROAD

Map

Coordinates:
+41.07247, -111.71800
41°04'21" N, 111°43'05" W

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

Name:	I-84 (SR-84) EBL over STODDARD FARM ROAD
Structure number:	2D 677
Location:	3.9 MI.E.PETERSON INTER.
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	80.1 ft. `[24.4 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	41.0 ft. `[12.5 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1964
Year reconstructed:	2012
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:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	11,655 `[as of 2014]`
Truck traffic:	41% 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:	Equal to present minimum criteria `[6]`
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:	93.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Satisfactory	Satisfactory	Good	11655	93.2
July 2015	Fair	Satisfactory	Good	Good	11655	93.2
July 2013	Good	Good	Good	Good	6116	86.8
July 2011	Good	Good	Good	Good	7008	94.1
July 2009	Good	Good	Good	Good	7008	94.7
October 2007	Good	Good	Good	Good	6130	92.7
November 2005	Good	Good	Good	Good	6130	92.7
July 2003	Good	Good	Good	Good	6233	92.7
July 1999	Good	Good	Good	Very Good	5920	88.7
July 1997	Good	Good	Good	Very Good	4683	88.8
September 1995	Good	Good	Good	Very Good	4163	92.7
September 1993	Good	Good	Good	Very Good	3715	92.7
October 1991	Good	Good	Good	Good	3220	93.7

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 Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	89	72	17	0	0
Reinforced Concrete Pier Cap	linear ft.	81	81	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	160	40	120	0	0
Deck
Reinforced Concrete Slab	sq. ft.	3,290	2,300	987	3	0