US 50 over BROADWAY & 71NB & RAMP K

Map

Coordinates:
+39.09925, -84.50652
39°05'57" N, 84°30'23" W

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

Name:	US 50 over BROADWAY & 71NB & RAMP K
Structure number:	3103110
Location:	0.25MI S. LYTLE TUNNEL
Purpose:	Carries highway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	216.5 ft. `[66.0 m]`
Total length:	794.7 ft. `[242.2 m]`
Roadway width between curbs:	41.3 ft. `[12.6 m]`
Deck width edge-to-edge:	44.3 ft. `[13.5 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1999
Year reconstructed:	2000
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	5
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	12,615 `[as of 2015]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	86.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Good	Good	Very Good	Good	12615	86.1
July 2017	Good	Good	Very Good	Good	12615	86.1
July 2016	Good	Good	Very Good	Very Good	12615	86.1
September 2015	Good	Good	Very Good	Very Good	28470	86.1
September 2014	Good	Good	Very Good	Good	28470	96.0
August 2013	Good	Good	Very Good	Good	28470	86.1
October 2012	Good	Good	Very Good	Good	28470	91.8
November 2011	Fair	Satisfactory	Very Good	Good	28470	91.8
December 2010	Fair	Satisfactory	Very Good	Good	24145	91.8
December 2009	Fair	Satisfactory	Very Good	Good	24145	91.8
November 2008	Fair	Satisfactory	Very Good	Good	24145	91.8
July 2007	Fair	Satisfactory	Very Good	Good	24145	91.8
November 2006	Fair	Satisfactory	Very Good	Good	24145	91.8
October 2005	Good	Good	Excellent	Very Good	24290	91.8
December 2004	Good	Good	Excellent	Very Good	24290	91.8
October 2003	Good	Good	Excellent	Very Good	53530	91.8
January 2003	Good	Good	Excellent	Very Good	53530	91.8
January 2002	Good	Very Good	Excellent	Excellent	53530	91.8

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.	3,870	3,835	35	0	0
Deck
Reinforced Concrete Deck	sq. ft.	35,231	28,915	6,095	221	0
Substructure
Reinforced Concrete Column	each	4	3	1	0	0
Reinforced Concrete Abutment	linear ft.	89	25	64	0	0
Reinforced Concrete Pier Cap	linear ft.	178	120	55	3	0
Joints
Strip Seal Joint	linear ft.	88	58	30	0	0
Bearings
Pot Bearing	each	28	26	2	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,590	1,210	380	0	0