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CSAH 15 over Fish Hook River

Hubbard County, Minnesota

Map

Coordinates:
+46.90721, -95.05112
46°54'26" N, 95°03'04" W

Facts

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

Name:	CSAH 15 over Fish Hook River
Structure number:	29521
Location:	.3 mi E of jct TH 71
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	56.8 ft. `[17.3 m]`
Total length:	174.9 ft. `[53.3 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	55.4 ft. `[16.9 m]`
Skew angle:	20°
Owner:	County Highway Agency `[02]`
Year built:	2001
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:	3
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]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,750 `[as of 2016]`
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. `[9]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	97.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Very Good	Very Good	Very Good	2750	97.7
November 2016	Good	Excellent	Excellent	Very Good	3300	97.7
October 2014	Good	Excellent	Excellent	Very Good	3300	97.7
October 2012	Good	Excellent	Excellent	Very Good	3300	97.7
November 2010	Good	Excellent	Excellent	Very Good	3300	97.7
November 2008	Good	Excellent	Excellent	Excellent	3300	97.7
October 2006	Good	Excellent	Excellent	Excellent	245	100.0
September 2004	Good	Excellent	Excellent	Excellent	340	100.0
November 2003	Good	Excellent	Excellent	Excellent	409	100.0
November 2002	Good	Excellent	Excellent	Excellent	409	100.0

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
Prestressed Concrete Girder/Beam	linear ft.	1,017	1,017	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	9,861	9,861	0	0	0
Wearing Surfaces	sq. ft.	3,905	3,635	270	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	168	168	0	0	0
Steel Pile	each	22	22	0	0	0
Steel Protective Coating	sq. ft.	2,310	2,310	0	0	0
Reinforced Concrete Pier Cap	linear ft.	121	121	0	0	0
Bearings
Elastomeric Bearing	each	12	12	0	0	0
Fixed Bearing	each	24	24	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	351	351	0	0	0
Steel Protective Coating	sq. ft.	1,160	1,160	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	351	351	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/1261533