Share:

CR 54 over LE SUEUR RIVER

Waseca County, Minnesota

Map

Coordinates:
+44.03533, -93.73150
44°02'07" N, 93°43'53" W

Facts

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

Name:	CR 54 over LE SUEUR RIVER
Structure number:	7008
Location:	1.2 MI N OF JCT CSAH9
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	80.4 ft. `[24.5 m]`
Total length:	83.3 ft. `[25.4 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	135 `[as of 2008]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 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]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	75.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Satisfactory	Fair	135	75.4
October 2016	Fair	Satisfactory	Satisfactory	Fair	150	75.4
November 2015	Fair	Satisfactory	Satisfactory	Fair	150	75.4
November 2013	Fair	Satisfactory	Satisfactory	Fair	150	75.4
December 2011	Fair	Satisfactory	Satisfactory	Satisfactory	150	79.0
January 2010	Fair	Satisfactory	Satisfactory	Satisfactory	150	79.0
September 2007	Fair	Satisfactory	Satisfactory	Satisfactory	150	82.0
September 2005	Fair	Satisfactory	Satisfactory	Satisfactory	150	82.0
October 2003	Fair	Good	Satisfactory	Satisfactory	100	87.5
October 2001	Good	Good	Good	Good	100	95.0
January 2000	Good	Good	Good	Good	100	85.2
March 1998	Good	Good	Good	Good	100	85.2
January 1996	Good	Good	Good	Good	100	87.5
January 1995	Good	Good	Good	Good	120	81.5
January 1994	Good	Good	Good	Good	120	81.5
December 1992	Good	Good	Very Good	Good	120	81.5
December 1991	Good	Good	Very Good	Good	115	81.5

Element Data

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.	249	0	249	0	0
Steel Protective Coating	sq. ft.	4,200	4,000	200	0	0
Steel Stringer	linear ft.	6	6	0	0	0
Steel Protective Coating	sq. ft.	2,350	2,350	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	2,166	2,166	0	0	0
Wearing Surfaces	sq. ft.	2,002	1,962	0	40	0
Substructure
Timber Abutment	linear ft.	92	0	72	20	0
Timber Pile	each	22	0	11	11	0
Timber Pier Cap	linear ft.	52	0	52	0	0
Joints
Pourable Joint	linear ft.	52	0	52	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	167	0	167	0	0
Steel Protective Coating	sq. ft.	374	374	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1265740