TH 27 over I 94

Map

Coordinates:
+45.86033, -95.42969
45°51'37" N, 95°25'47" W

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

Name:	TH 27 over I 94
Structure number:	21825
Location:	AT THE JCT OF TH 94; 27
Purpose:	Carries highway over highway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	111.6 ft. `[34.0 m]`
Total length:	230.0 ft. `[70.1 m]`
Roadway width between curbs:	47.9 ft. `[14.6 m]`
Deck width edge-to-edge:	51.2 ft. `[15.6 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	37°
Owner:	State Highway Agency `[01]`
Year built:	1995
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	8,700 `[as of 2014]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	92.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Good	Very Good	Good	8700	92.4
September 2016	Good	Good	Very Good	Good	6200	94.3
September 2014	Good	Good	Very Good	Good	6200	94.3
September 2012	Good	Good	Very Good	Good	6200	94.3
September 2010	Good	Good	Very Good	Good	6200	94.3
September 2008	Good	Good	Very Good	Good	6200	94.3
September 2007	Good	Good	Very Good	Good	6200	94.3
October 2006	Good	Very Good	Very Good	Very Good	6200	94.3
October 2004	Good	Very Good	Very Good	Very Good	6000	95.5
October 2002	Good	Very Good	Very Good	Very Good	4750	96.4
October 2000	Good	Very Good	Very Good	Very Good	4750	96.4
October 1999	Good	Excellent	Excellent	Excellent	6000	95.5
October 1998	Good	Excellent	Excellent	Excellent	4750	96.4
October 1997	Good	Excellent	Excellent	Excellent	4750	98.0
September 1996	Good	Excellent	Excellent	Excellent	4250	98.2
February 1996	Good	Excellent	Excellent	Excellent	4250	96.1

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.	1,824	1,807	16	1	0
Deck
Reinforced Concrete Deck	sq. ft.	11,799	11,798	1	0	0
Wearing Surfaces	sq. ft.	11,044	10,544	500	0	0
Substructure
Reinforced Concrete Column	each	3	2	1	0	0
Reinforced Concrete Abutment	linear ft.	258	256	2	0	0
Reinforced Concrete Pier Cap	linear ft.	64	52	12	0	0
Joints
Strip Seal Joint	linear ft.	122	122	0	0	0
Pourable Joint	linear ft.	304	183	91	30	0
Bearings
Elastomeric Bearing	each	16	16	0	0	0
Fixed Bearing	each	16	16	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	595	568	27	0	0