US 50 over BROADWAY & 71NB & RAMP K

Map

Coordinates:
+39.09889, -84.50639
39°05'56" 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:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
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:	22.6 ft. `[6.9 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:	Very Good `[8 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]`
Operating rating:	42.8 tons `[38.9 metric tons]`
Inventory rating:	25.6 tons `[23.3 metric tons]`
Sufficiency rating:	86.1

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