M-96 W COLUMBIA over GTW RR

Map

Coordinates:
+42.29102, -85.27267
42°17'28" N, 85°16'22" W

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

Name:	M-96 W COLUMBIA over GTW RR
Structure number:	000000000001400
Old structure number:	134050600028R01 `(from 1992 edition)`
Location:	0.2 MI E OF SKYLINE
Purpose:	Carries highway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	96.8 ft. `[29.5 m]`
Total length:	337.9 ft. `[103.0 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	42.3 ft. `[12.9 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	61°
Owner:	State Highway Agency `[01]`
Year built:	1986
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:	4
Main spans material:	Prestressed concrete `[5]`
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:	6,300 `[as of 1997]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	85.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Good	Fair	Satisfactory	6300	85.3
August 2015	Good	Very Good	Good	Good	6300	96.6
August 2013	Good	Very Good	Good	Good	6300	96.6
October 2011	Good	Very Good	Good	Good	6300	96.6
October 2009	Good	Very Good	Good	Good	6300	96.6
October 2007	Good	Very Good	Very Good	Good	6300	95.6
September 2005	Good	Good	Very Good	Good	6300	95.6
August 2003	Good	Good	Very Good	Good	6300	95.6
May 1998	Good	Very Good	Excellent	Very Good	6300	96.6
May 1996	Good	Very Good	Excellent	Very Good	5775	96.8
May 1994	Good	Excellent	Excellent	Excellent	5775	96.8
January 1992	Good	Excellent	Excellent	Excellent	5775	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.	2,703	2,567	5	131	0
Deck
Reinforced Concrete Deck	sq. ft.	14,294	14,145	149	0	0
Substructure
Reinforced Concrete Column	each	18	12	6	0	0
Reinforced Concrete Pier Wall	linear ft.	210	184	15	11	0
Reinforced Concrete Abutment	linear ft.	226	223	2	1	0
Reinforced Concrete Pier Cap	linear ft.	309	284	12	13	0
Joints
Strip Seal Joint	linear ft.	255	0	255	0	0
Pourable Joint	linear ft.	170	0	75	4	91
Bearings
Elastomeric Bearing	each	64	64	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	676	657	18	1	0