I-96 WB CD over OLD US-23

Map

Coordinates:
+42.52623, -83.75952
42°31'34" N, 83°45'34" W

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

Name:	I-96 WB CD over OLD US-23
Structure number:	000000000005790
Old structure number:	47147065000S140 `(from 1992 edition)`
Location:	@ US-23
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	94.8 ft. `[28.9 m]`
Total length:	102.0 ft. `[31.1 m]`
Roadway width between curbs:	58.7 ft. `[17.9 m]`
Deck width edge-to-edge:	63.7 ft. `[19.4 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	2016
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	36,361 `[as of 2012]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
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:	98.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Excellent	Very Good	36361	98.0
October 2016	Good	Excellent	Excellent	Excellent	36361	98.0
June 2015	Poor	Poor	Fair	Satisfactory	47700	82.0
June 2014	Poor	Poor	Fair	Satisfactory	47700	82.0
June 2013	Poor	Poor	Fair	Satisfactory	47700	82.0
June 2012	Poor	Poor	Fair	Satisfactory	47700	82.0
June 2011	Poor	Poor	Fair	Satisfactory	47700	82.0
May 2009	Poor	Poor	Fair	Satisfactory	47700	82.0
May 2007	Poor	Poor	Fair	Satisfactory	40069	82.0
June 2006	Poor	Poor	Fair	Satisfactory	40069	82.0
June 2005	Poor	Poor	Poor	Satisfactory	33000	66.0
June 2003	Poor	Satisfactory	Poor	Satisfactory	33000	69.0
June 2002	Poor	Satisfactory	Poor	Satisfactory	33000	69.0
July 2001	Poor	Satisfactory	Poor	Satisfactory	33000	69.0
June 2000	Poor	Satisfactory	Poor	Fair	33000	69.0
August 1999	Fair	Satisfactory	Fair	Satisfactory	33000	87.0
December 1998	Poor	Poor	Fair	Satisfactory	33000	84.0
December 1997	Fair	Satisfactory	Fair	Satisfactory	33000	87.0
May 1996	Poor	Poor	Fair	Satisfactory	33000	84.0
October 1995	Poor	Poor	Fair	Satisfactory	56000	84.0
August 1993	Poor	Poor	Fair	Satisfactory	23200	84.0
May 1991	Fair	Fair	Good	Satisfactory	23200	97.0
June 1989	Fair	Fair	Very Good	Satisfactory	23200	97.0

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	990	990	0	0	0
Concrete Protective Coating	sq. ft.	14,895	14,895	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,413	1,548	4,865	0	0
Substructure
Other Material Abutment	linear ft.	335	334	1	0	0
Concrete Protective Coating	sq. ft.	1,753	1,753	0	0	0
Joints
Strip Seal Joint	linear ft.	130	72	52	6	0
Pourable Joint	linear ft.	108	0	104	4	0
Bearings
Elastomeric Bearing	each	20	20	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	202	175	27	0	0
Concrete Protective Coating	sq. ft.	1,135	1,135	0	0	0