US 169 RAMP over US 169 RAMPS

Map

Coordinates:
+44.16745, -94.01366
44°10'03" N, 94°00'49" W

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

Name:	US 169 RAMP over US 169 RAMPS
Structure number:	52011
Location:	2.2 MI S OF JCT TH 14
Purpose:	Carries highway over highway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	95.5 ft. `[29.1 m]`
Total length:	100.7 ft. `[30.7 m]`
Roadway width between curbs:	22.6 ft. `[6.9 m]`
Deck width edge-to-edge:	26.2 ft. `[8.0 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	23°
Owner:	State Highway Agency `[01]`
Year built:	1992
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Prestressed concrete `[5]`
Main span 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:	2,000 `[as of 1994]`
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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:	99.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Good	Very Good	Good	Good	2000	99.8
July 2016	Good	Good	Good	Good	2000	99.8
July 2014	Good	Good	Good	Good	2000	99.8
July 2012	Good	Good	Good	Good	2000	99.8
July 2011	Good	Good	Good	Good	2000	99.8
July 2010	Good	Good	Good	Good	2000	99.8
July 2009	Good	Good	Good	Good	2000	99.8
August 2008	Good	Good	Good	Good	2000	99.8
July 2007	Good	Good	Good	Good	2000	99.8
September 2006	Good	Very Good	Good	Good	2000	99.8
September 2005	Good	Very Good	Good	Good	2000	99.8
September 2004	Good	Very Good	Very Good	Very Good	2000	99.8
August 2002	Good	Very Good	Very Good	Very Good	2000	99.8
January 2001	Good	Excellent	Excellent	Excellent	2000	99.8
October 1999	Good	Excellent	Excellent	Excellent	2000	0.0
October 1998	Good	Excellent	Excellent	Excellent	2000	99.8
June 1997	Good	Excellent	Excellent	Excellent	2000	99.9
November 1996	Good	Excellent	Excellent	Excellent	2000	99.9
October 1995	Good	Excellent	Excellent	Excellent	2000	97.9
November 1994	Good	Excellent	Excellent	Excellent	2000	97.9
December 1993	Good	Excellent	Excellent	Excellent	2000	97.9

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.	387	369	18	0	0
Deck
Reinforced Concrete Deck	sq. ft.	2,631	2,631	0	0	0
Wearing Surfaces	sq. ft.	2,293	2,293	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	106	103	3	0	0
Joints
Strip Seal Joint	linear ft.	57	57	0	0	0
Pourable Joint	linear ft.	48	30	4	14	0
Bearings
Elastomeric Bearing	each	4	4	0	0	0
Fixed Bearing	each	4	4	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	200	172	28	0	0