RMP FREEMAN AV-I75 over RMP=WESN AVEN-I75S;I75

Map

Coordinates:
+39.10675, -84.53110
39°06'24" N, 84°31'52" W

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

Name:	RMP FREEMAN AV-I75 over RMP=WESN AVEN-I75S;I75
Structure number:	3109127
Location:	.8 MI N OF SR 264
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	118.1 ft. `[36.0 m]`
Total length:	118.1 ft. `[36.0 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1961
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:	7,448 `[as of 2003]`
Truck traffic:	19% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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:	75.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Satisfactory	Very Good	Good	7448	75.0
May 2017	Fair	Satisfactory	Very Good	Good	7448	75.0
March 2016	Fair	Satisfactory	Very Good	Good	7448	75.0
April 2015	Fair	Satisfactory	Very Good	Good	7448	75.0
August 2014	Fair	Satisfactory	Very Good	Good	7448	75.0
November 2013	Fair	Satisfactory	Very Good	Good	7448	75.0
October 2012	Fair	Satisfactory	Very Good	Good	7448	75.0
October 2011	Fair	Satisfactory	Satisfactory	Satisfactory	7448	75.0
November 2010	Fair	Satisfactory	Satisfactory	Satisfactory	7448	75.0
December 2009	Fair	Satisfactory	Good	Satisfactory	7448	75.0
December 2008	Fair	Satisfactory	Satisfactory	Satisfactory	7448	75.0
September 2007	Fair	Satisfactory	Satisfactory	Satisfactory	7448	75.0
December 2006	Fair	Satisfactory	Satisfactory	Satisfactory	7448	75.0
December 2005	Good	Good	Good	Good	7448	75.0
November 2004	Good	Good	Good	Good	7448	75.0
September 2003	Good	Good	Good	Good	7448	79.0
August 2002	Good	Good	Good	Good	14290	79.0
November 2000	Good	Good	Good	Good	14290	79.0
October 1999	Good	Good	Good	Good	14290	79.0
October 1998	Good	Good	Good	Good	14290	79.0
January 1997	Fair	Satisfactory	Satisfactory	Good	14290	79.0
January 1996	Fair	Satisfactory	Satisfactory	Satisfactory	14290	79.0
December 1994	Fair	Satisfactory	Satisfactory	Good	14290	77.0
November 1992	Fair	Good	Satisfactory	Good	14290	77.0
January 1992	Fair	Good	Satisfactory	Good	14290	77.0
February 1991	Fair	Good	Satisfactory	Good	14290	77.0

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.	1,662	1,662	0	0	0
Steel Protective Coating	sq. ft.	1,662	1,659	3	0	0
Deck
Reinforced Concrete Deck	sq. ft.	11,699	8,021	3,570	108	0
Wearing Surfaces	sq. ft.	7,784	6,225	1,559	0	0
Substructure
Reinforced Concrete Column	each	10	8	1	1	0
Reinforced Concrete Pier Wall	linear ft.	84	84	0	0	0
Reinforced Concrete Abutment	linear ft.	84	63	17	4	0
Reinforced Concrete Pier Cap	linear ft.	84	72	12	0	0
Joints
Strip Seal Joint	linear ft.	56	0	31	25	0
Bearings
Movable Bearing	each	25	17	8	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	556	499	36	21	0