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184th Street over Stray Horse Creek

Hamlin County, South Dakota

Map

Coordinates:
+44.71734, -96.97348
44°43'02" N, 96°58'25" W

Facts

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

Name:	184th Street over Stray Horse Creek
Structure number:	000000029256060
Location:	2.6E & 1S of Castlewood
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	89.9 ft. `[27.4 m]`
Total length:	91.9 ft. `[28.0 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	32.8 ft. `[10.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1990
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	376 `[as of 2016]`
Truck traffic:	2% 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	97.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Good	Very Good	Good	376	97.7
June 2016	Good	Good	Very Good	Good	376	99.9
May 2014	Fair	Satisfactory	Very Good	Good	376	99.9
June 2012	Fair	Satisfactory	Very Good	Good	376	99.9
August 2010	Fair	Satisfactory	Very Good	Good	376	99.9
September 2008	Fair	Fair	Very Good	Good	376	98.9
August 2006	Good	Good	Very Good	Good	376	99.9
July 2004	Good	Good	Very Good	Good	376	99.9
August 2002	Good	Good	Very Good	Good	376	99.9
July 2000	Good	Good	Very Good	Good	376	99.9
September 1998	Good	Good	Very Good	Good	376	99.9
August 1996	Good	Very Good	Good	Excellent	376	99.9
August 1994	Good	Very Good	Good	Excellent	376	99.9
June 1992	Good	Excellent	Excellent	Excellent	376	99.9
August 1990	Good	Excellent	Excellent	Excellent	376	99.9

© 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/1491988