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LRD OLD 101 over ARMSTRONG CREEK

Forest County, Wisconsin

Map

Coordinates:
+45.64117, -88.44650
45°38'28" N, 88°26'47" W

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Facts

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

Name:	LRD OLD 101 over ARMSTRONG CREEK
Structure number:	B21002400000000
Location:	1.2M S JCT USH 8
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	32.5 ft. `[9.9 m]`
Total length:	34.1 ft. `[10.4 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	25.6 ft. `[7.8 m]`
Skew angle:	34°
Owner:	Town or Township Highway Agency `[03]`
Year built:	2007
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Wood or timber `[7]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	223 `[as of 2015]`
Deck condition:	Good `[7 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations (including piles) on dry land well above flood water elevations. `[9]`
Sufficiency rating:	94.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Good	Good	Good	223	94.2
August 2016	Good	Good	Good	Good	223	94.2
August 2014	Good	Good	Very Good	Very Good	220	94.2
August 2012	Good	Good	Very Good	Very Good	220	94.2
September 2010	Good	Excellent	Excellent	Excellent	200	94.3
September 2008	Good	Excellent	Excellent	Excellent	200	94.3

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Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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