US50 EB over GEST STREET

Map

Coordinates:
+39.10095, -84.52663
39°06'03" N, 84°31'36" W

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

Name:	US50 EB over GEST STREET
Structure number:	3103129
Location:	.2 MI W OF I75
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	90.9 ft. `[27.7 m]`
Total length:	205.1 ft. `[62.5 m]`
Roadway width between curbs:	49.9 ft. `[15.2 m]`
Deck width edge-to-edge:	57.1 ft. `[17.4 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	4°
Owner:	State Highway Agency `[01]`
Year built:	1963
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Other `[9]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	24,194 `[as of 2015]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 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:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	81.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Good	Satisfactory	Good	24194	81.0
July 2017	Fair	Good	Satisfactory	Good	24194	81.0
July 2016	Fair	Satisfactory	Satisfactory	Good	24194	81.0
August 2015	Fair	Satisfactory	Satisfactory	Good	17510	81.0
August 2014	Fair	Satisfactory	Satisfactory	Good	17510	81.0
September 2013	Fair	Satisfactory	Satisfactory	Good	17510	81.0
October 2012	Fair	Satisfactory	Satisfactory	Good	17510	79.0
November 2011	Fair	Satisfactory	Satisfactory	Satisfactory	17510	79.0
November 2010	Fair	Satisfactory	Satisfactory	Satisfactory	15490	79.0
December 2009	Fair	Satisfactory	Satisfactory	Satisfactory	15490	79.0
November 2008	Fair	Satisfactory	Satisfactory	Satisfactory	15490	79.0
July 2007	Fair	Satisfactory	Satisfactory	Satisfactory	15490	79.0
October 2006	Fair	Satisfactory	Satisfactory	Satisfactory	15490	79.0
October 2005	Good	Good	Good	Good	27582	79.0
October 2004	Good	Good	Good	Good	27582	79.0
October 2003	Good	Good	Good	Good	27582	79.0
November 2002	Good	Good	Good	Good	25075	79.0
December 2001	Good	Good	Good	Good	25075	79.0
November 2000	Good	Good	Good	Good	25075	81.0
August 1999	Good	Good	Good	Good	25075	81.0
December 1998	Good	Good	Good	Good	25075	81.0
October 1997	Good	Good	Good	Good	25075	81.0
June 1996	Good	Good	Good	Good	25075	81.0
December 1994	Good	Good	Good	Good	22325	79.0
December 1992	Fair	Fair	Fair	Fair	22325	67.0
November 1991	Fair	Fair	Fair	Fair	22325	67.0
April 1991	Fair	Fair	Satisfactory	Fair	22325	67.0

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.	1,435	1,055	380	0	0
Deck
Reinforced Concrete Deck	sq. ft.	11,722	8,188	3,510	12	12
Wearing Surfaces	sq. ft.	10,250	9,385	865	0	0
Substructure
Reinforced Concrete Column	each	8	7	0	1	0
Reinforced Concrete Abutment	linear ft.	115	94	18	3	0
Reinforced Concrete Pier Cap	linear ft.	115	110	5	0	0
Joints
Strip Seal Joint	linear ft.	114	66	48	0	0
Bearings
Movable Bearing	each	28	20	8	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	410	361	41	8	0