I-96 WB over MDOT RR CORRIDOR

Map

Coordinates:
+42.58432, -83.91072
42°35'04" N, 83°54'39" W

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

Name:	I-96 WB over MDOT RR CORRIDOR
Structure number:	000000000005776
Old structure number:	47147065000R024 `(from 1992 edition)`
Location:	2.2 MI SE OF M-155
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	45.9 ft. `[14.0 m]`
Total length:	137.8 ft. `[42.0 m]`
Roadway width between curbs:	60.0 ft. `[18.3 m]`
Deck width edge-to-edge:	64.0 ft. `[19.5 m]`
Skew angle:	6°
Owner:	State Highway Agency `[01]`
Year built:	1962
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:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	26,743 `[as of 2007]`
Truck traffic:	11% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	82.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Fair	Satisfactory	26743	82.7
July 2016	Fair	Satisfactory	Fair	Satisfactory	26743	82.7
April 2015	Fair	Satisfactory	Satisfactory	Good	26743	94.2
April 2013	Fair	Satisfactory	Satisfactory	Good	26743	94.2
April 2011	Fair	Satisfactory	Satisfactory	Good	26743	94.2
April 2009	Good	Good	Good	Good	26743	94.2
April 2007	Good	Good	Good	Good	24695	94.5
April 2005	Fair	Satisfactory	Satisfactory	Good	21500	95.0
April 2003	Fair	Satisfactory	Satisfactory	Good	21500	96.0
May 2001	Fair	Satisfactory	Satisfactory	Good	21500	96.0
July 1999	Fair	Satisfactory	Satisfactory	Good	21500	96.0
September 1997	Good	Good	Good	Good	21500	96.0
October 1995	Good	Good	Very Good	Good	37000	95.2
August 1993	Good	Good	Good	Good	15600	96.8
May 1991	Good	Good	Good	Good	15600	96.8
May 1989	Fair	Satisfactory	Good	Good	15600	96.8

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.	1,380	1,280	0	100	0
Deck
Reinforced Concrete Deck	sq. ft.	8,861	8,261	600	0	0
Wearing Surfaces	sq. ft.	5,658	5,358	300	0	0
Substructure
Reinforced Concrete Column	each	12	9	3	0	0
Reinforced Concrete Abutment	linear ft.	157	146	6	5	0
Reinforced Concrete Pier Cap	linear ft.	123	108	7	8	0
Joints
Strip Seal Joint	linear ft.	125	0	0	0	125
Pourable Joint	linear ft.	121	0	0	0	121
Bearings
Movable Bearing	each	40	20	10	10	0
Fixed Bearing	each	20	0	10	10	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	276	245	28	3	0
Concrete Protective Coating	sq. ft.	2,238	2,238	0	0	0