RAMP OVER TPK over 80K

Map

Coordinates:
+41.59344, -84.14261
41°35'36" N, 84°08'33" W

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

Name:	RAMP OVER TPK over 80K
Structure number:	2629496
Location:	AT EXIT 34
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Tolls:	Yes, on toll road `[2]`
Length of largest span:	77.1 ft. `[23.5 m]`
Total length:	212.0 ft. `[64.6 m]`
Roadway width between curbs:	30.8 ft. `[9.4 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Toll Authority `[31]`
Year built:	1954
Year reconstructed:	1986
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	2
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:	550 `[as of 1980]`
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	86.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Very Good	Good	Good	550	86.8
April 2017	Good	Very Good	Good	Good	550	86.8
February 2016	Good	Very Good	Good	Good	550	86.8
March 2015	Fair	Very Good	Good	Fair	550	75.6
March 2013	Fair	Good	Satisfactory	Fair	550	75.6
July 2012	Fair	Good	Satisfactory	Fair	550	75.6
June 2011	Fair	Satisfactory	Satisfactory	Fair	550	75.6
June 2010	Poor	Satisfactory	Satisfactory	Poor	550	59.2
June 2009	Poor	Satisfactory	Satisfactory	Poor	550	59.2
June 2008	Poor	Satisfactory	Satisfactory	Poor	550	59.2
June 2007	Fair	Satisfactory	Good	Satisfactory	550	86.8
February 2006	Fair	Satisfactory	Good	Satisfactory	550	86.8
April 2005	Fair	Satisfactory	Good	Satisfactory	550	86.8
July 2004	Fair	Good	Good	Satisfactory	550	86.8
July 2003	Fair	Good	Good	Satisfactory	550	86.8
May 2002	Fair	Good	Good	Satisfactory	550	86.8
June 2000	Fair	Good	Good	Satisfactory	550	86.8
April 1999	Fair	Good	Good	Satisfactory	550	86.8
July 1998	Good	Good	Good	Good	550	86.8
June 1997	Good	Good	Good	Good	550	86.8
June 1996	Good	Good	Good	Good	550	90.9
July 1994	Fair	Satisfactory	Very Good	Satisfactory	550	68.6
May 1993	Fair	Very Good	Good	Satisfactory	550	68.6
May 1992	Fair	Very Good	Very Good	Satisfactory	550	68.6
May 1991	Fair	Very Good	Satisfactory	Very Good	550	68.6

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.	1,060	424	636	0	0
Steel Protective Coating	sq. ft.	1,060	1,060	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,208	5,406	1,802	0	0
Substructure
Reinforced Concrete Column	each	9	9	0	0	0
Reinforced Concrete Abutment	linear ft.	68	65	3	0	0
Reinforced Concrete Pier Cap	linear ft.	102	102	0	0	0
Joints
Compression Joint	linear ft.	68	61	7	0	0
Bearings
Movable Bearing	each	35	34	1	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	424	382	42	0	0