CSAH 15 over I 94

Map

Coordinates:
+45.96887, -95.64495
45°58'08" N, 95°38'42" W

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

Name:	CSAH 15 over I 94
Structure number:	21809
Location:	5.0 MI SE OF JCT TH 79
Purpose:	Carries highway over highway
Route classification:	Local (Rural) `[09]`
Length of largest span:	72.8 ft. `[22.2 m]`
Total length:	233.3 ft. `[71.1 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	33.8 ft. `[10.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	24°
Owner:	State Highway Agency `[01]`
Year built:	1966
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	4
Main spans material:	Steel continuous `[4]`
Main spans 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:	55 `[as of 2010]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	81.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Good	Good	Good	55	81.9
August 2016	Good	Good	Good	Good	75	82.9
August 2014	Good	Good	Good	Good	75	82.9
August 2012	Good	Good	Good	Good	75	83.9
September 2010	Good	Good	Good	Good	75	83.7
September 2008	Good	Good	Good	Good	75	91.8
September 2007	Good	Good	Good	Good	75	93.8
October 2006	Good	Very Good	Very Good	Very Good	75	93.8
October 2004	Good	Very Good	Very Good	Very Good	75	93.8
October 2002	Good	Very Good	Very Good	Very Good	95	93.7
October 2000	Good	Very Good	Very Good	Very Good	95	93.6
October 1999	Good	Very Good	Very Good	Very Good	95	93.6
October 1998	Good	Very Good	Very Good	Very Good	95	93.6
October 1996	Good	Very Good	Very Good	Very Good	95	93.2
October 1995	Good	Very Good	Very Good	Very Good	95	86.4
May 1994	Good	Very Good	Very Good	Very Good	70	86.5
April 1993	Good	Very Good	Very Good	Very Good	70	86.5
October 1992	Good	Very Good	Very Good	Very Good	70	87.5
September 1991	Good	Very Good	Very Good	Very Good	70	87.5

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.	932	461	471	0	0
Steel Protective Coating	sq. ft.	9,310	0	9,140	150	20
Deck
Reinforced Concrete Deck	sq. ft.	7,866	7,846	20	0	0
Wearing Surfaces	sq. ft.	6,534	6,444	90	0	0
Substructure
Reinforced Concrete Column	each	6	4	2	0	0
Reinforced Concrete Abutment	linear ft.	114	109	5	0	0
Reinforced Concrete Pier Cap	linear ft.	99	94	5	0	0
Joints
Strip Seal Joint	linear ft.	92	92	0	0	0
Compression Joint	linear ft.	92	88	4	0	0
Bearings
Movable Bearing	each	8	8	0	0	0
Fixed Bearing	each	12	12	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	466	466	0	0	0