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500 N EGAN AVE over MADISON CK

Lake County, South Dakota

Map

Coordinates:
+44.00926, -97.11394
44°00'33" N, 97°06'50" W

Facts

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

Name:	500 N EGAN AVE over MADISON CK
Structure number:	000000040128129
Location:	EGAN AVE N - MADISON
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	18.4 ft. `[5.6 m]`
Total length:	38.1 ft. `[11.6 m]`
Skew angle:	53°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1993
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	2
Main spans material:	Concrete continuous `[2]`
Main spans design:	Culvert `[19]`
Deck type:	Not applicable `[N]`

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,190 `[as of 2013]`
Truck traffic:	1% of total traffic
Structural appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	100.0

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
August 2015	Good	7 out of 10	3190	100.0
September 2011	Good	8 out of 10	3190	92.8
June 2009	Good	8 out of 10	3190	91.8
July 2007	Good	8 out of 10	3190	91.8
August 2005	Good	8 out of 10	3190	91.8
June 2003	Good	8 out of 10	3190	91.8
August 2001	Good	8 out of 10	3190	91.8
September 1999	Good	8 out of 10	3190	91.8
August 1997	Good	8 out of 10	3190	91.8
August 1995	Good	8 out of 10	3190	91.5
July 1994	Good	8 out of 10	3190	100.0
October 1993	Good	9 out of 10	3190	100.0
August 1991	Poor	3 out of 10	3190	40.0

© 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/1492692