WB IR 275 over KELLOGG AVENUEW;US52E

Map

Coordinates:
+39.06036, -84.42089
39°03'37" N, 84°25'15" W

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

Name:	WB IR 275 over KELLOGG AVENUEW;US52E
Structure number:	3117200
Location:	OVER US 52 KELLOGG AVE
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	102.0 ft. `[31.1 m]`
Total length:	187.0 ft. `[57.0 m]`
Roadway width between curbs:	54.1 ft. `[16.5 m]`
Deck width edge-to-edge:	56.4 ft. `[17.2 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	29°
Owner:	State Highway Agency `[01]`
Year built:	1976
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:	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:	18,545 `[as of 2015]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	78.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Good	Fair	Satisfactory	18545	78.0
March 2017	Fair	Good	Fair	Satisfactory	18545	78.0
March 2016	Fair	Good	Fair	Satisfactory	18545	78.0
April 2015	Fair	Good	Fair	Satisfactory	38415	78.0
October 2014	Fair	Good	Fair	Satisfactory	38415	78.0
November 2013	Fair	Good	Fair	Good	38415	78.0
December 2012	Fair	Good	Fair	Good	38415	78.0
September 2011	Fair	Good	Fair	Good	38415	78.0
December 2010	Fair	Good	Fair	Satisfactory	39535	78.0
October 2009	Fair	Good	Fair	Good	39535	78.0
October 2008	Fair	Good	Fair	Satisfactory	39535	78.0
November 2007	Fair	Good	Fair	Satisfactory	39535	78.0
December 2006	Poor	Good	Poor	Good	39535	62.0
November 2005	Fair	Good	Fair	Very Good	30980	78.0
January 2005	Fair	Good	Satisfactory	Very Good	28475	89.0
October 2003	Fair	Good	Satisfactory	Very Good	28475	93.0
September 2002	Fair	Good	Satisfactory	Very Good	28475	91.0
November 2000	Fair	Good	Fair	Good	28475	80.0
December 1999	Good	Good	Good	Good	28475	91.0
April 1998	Good	Good	Good	Very Good	28475	91.0
March 1996	Fair	Satisfactory	Good	Good	28475	91.0
November 1994	Fair	Satisfactory	Satisfactory	Satisfactory	24205	89.0
December 1992	Fair	Fair	Fair	Satisfactory	24205	77.0
October 1991	Fair	Satisfactory	Satisfactory	Good	24205	89.0
January 1991	Fair	Satisfactory	Satisfactory	Good	24205	89.0

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.	1,122	0	1,087	35	0
Deck
Reinforced Concrete Deck	sq. ft.	10,534	9,220	1,294	10	10
Wearing Surfaces	sq. ft.	10,098	5,995	4,096	7	0
Superstructure
Steel Pin or Pin & Hangar Assembly	each	12	2	10	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	129	108	18	3	0
Reinforced Concrete Pier Cap	linear ft.	129	129	0	0	0
Joints
Assembly without Seal Joint	linear ft.	224	0	224	0	0
Bearings
Movable Bearing	each	24	8	4	12	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	374	289	80	5	0