WB IR 275 over KELLOGG AVENUEW;US52E

Map

Coordinates:
+39.06028, -84.42083
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:	14.8 ft. `[4.5 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]`
Operating rating:	44.6 tons `[40.5 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	78.0

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

Source: National Bridge Elements dataset, 2016 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	1,122	0	0
Deck
Reinforced Concrete Deck	sq. ft.	10,534	9,240	1,294	0	0
Wearing Surfaces	sq. ft.	10,098	6,000	4,098	0	0
Superstructure
Steel Pin or Pin & Hangar Assembly	each	12	10	2	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	129	109	18	2	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	290	80	4	0