US 33 over MILL CREEK

Map

Coordinates:
+40.24526, -83.35434
40°14'43" N, 83°21'16" W

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

Name:	US 33 over MILL CREEK
Structure number:	8001146
Location:	1.07 MI N. OF SR4
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	69.9 ft. `[21.3 m]`
Total length:	187.0 ft. `[57.0 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1966
Year reconstructed:	2001
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	23,286 `[as of 2015]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	92.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Good	Good	Good	Very Good	23286	92.7
March 2017	Good	Good	Good	Very Good	23286	92.7
March 2016	Good	Good	Good	Very Good	23286	92.7
March 2015	Good	Good	Good	Very Good	21215	92.9
March 2014	Good	Good	Good	Very Good	21215	92.9
February 2013	Good	Good	Good	Very Good	21215	92.9
March 2012	Good	Good	Good	Very Good	20985	90.9
April 2011	Good	Good	Good	Very Good	20985	90.9
March 2010	Good	Good	Good	Very Good	20985	90.9
March 2009	Good	Good	Good	Very Good	20985	90.9
June 2008	Good	Good	Good	Very Good	21200	90.9
October 2007	Good	Good	Good	Very Good	21200	90.9
August 2006	Good	Good	Good	Very Good	17805	91.2
May 2005	Good	Good	Good	Good	17805	91.2
April 2004	Good	Good	Good	Good	17805	91.2
April 2003	Good	Good	Good	Good	17805	91.2
April 2002	Good	Good	Good	Good	17805	91.2
March 2000	Fair	Satisfactory	Good	Good	17805	93.2
April 1999	Fair	Satisfactory	Good	Good	12955	92.7
April 1998	Fair	Satisfactory	Good	Good	12955	92.7
February 1996	Fair	Satisfactory	Good	Good	12955	91.7
April 1994	Fair	Satisfactory	Good	Good	9210	92.3
February 1993	Fair	Satisfactory	Good	Good	9210	92.3
March 1992	Fair	Satisfactory	Satisfactory	Satisfactory	9210	92.3
March 1991	Fair	Good	Satisfactory	Satisfactory	9210	92.3

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.	935	748	187	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,481	7,481	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	36	35	1	0	0
Reinforced Concrete Abutment	linear ft.	80	80	0	0	0
Reinforced Concrete Pier Cap	linear ft.	80	78	2	0	0
Joints
Strip Seal Joint	linear ft.	80	80	0	0	0
Bearings
Movable Bearing	each	20	0	16	4	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	374	274	100	0	0