I80 TPK over DT&I RR MP0405 L

Map

Coordinates:
+41.59207, -84.03297
41°35'31" N, 84°01'59" W

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

Name:	I80 TPK over DT&I RR MP0405 L
Structure number:	2629674
Location:	5.6MI EAST OF EXIT 34
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Tolls:	Yes, on toll road `[2]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	109.9 ft. `[33.5 m]`
Roadway width between curbs:	37.4 ft. `[11.4 m]`
Deck width edge-to-edge:	40.4 ft. `[12.3 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	2°
Owner:	State Toll Authority `[31]`
Year built:	1954
Year reconstructed:	1984
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:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	11,962 `[as of 2015]`
Truck traffic:	27% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	90.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Good	Good	Satisfactory	11962	90.8
May 2017	Fair	Satisfactory	Good	Satisfactory	11962	92.8
February 2016	Fair	Good	Good	Satisfactory	11962	92.8
May 2015	Fair	Good	Good	Satisfactory	11000	92.9
May 2014	Fair	Good	Good	Satisfactory	11000	92.9
June 2013	Fair	Good	Good	Satisfactory	11000	90.9
July 2012	Fair	Satisfactory	Good	Satisfactory	11000	90.9
June 2011	Fair	Fair	Good	Satisfactory	11000	89.9
June 2010	Fair	Fair	Good	Satisfactory	11000	89.9
June 2009	Fair	Fair	Good	Satisfactory	11000	89.9
June 2008	Fair	Fair	Good	Satisfactory	11000	89.9
June 2007	Fair	Fair	Good	Satisfactory	11000	89.9
February 2006	Fair	Fair	Good	Satisfactory	11000	89.9
April 2005	Fair	Fair	Good	Satisfactory	11000	89.9
July 2004	Fair	Fair	Good	Satisfactory	11000	89.9
July 2003	Fair	Fair	Good	Satisfactory	11000	89.9
May 2002	Fair	Fair	Good	Satisfactory	11000	89.9
June 2000	Fair	Fair	Good	Satisfactory	11000	89.9
April 1999	Fair	Satisfactory	Good	Satisfactory	11000	90.9
July 1998	Fair	Satisfactory	Good	Satisfactory	11000	90.9
June 1997	Fair	Satisfactory	Satisfactory	Satisfactory	11000	90.9
June 1996	Fair	Fair	Good	Good	11000	89.9
July 1994	Fair	Satisfactory	Good	Satisfactory	11000	91.1
May 1993	Fair	Satisfactory	Good	Satisfactory	11000	91.1
May 1992	Fair	Very Good	Good	Satisfactory	11000	91.1
May 1991	Fair	Satisfactory	Very Good	Very Good	11000	91.1

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.	660	528	132	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,435	2,886	1,461	44	44
Substructure
Reinforced Concrete Column	each	8	7	1	0	0
Reinforced Concrete Abutment	linear ft.	81	57	24	0	0
Reinforced Concrete Pier Cap	linear ft.	81	65	16	0	0
Joints
Compression Joint	linear ft.	80	0	80	0	0
Bearings
Movable Bearing	each	24	3	14	7	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	220	176	44	0	0