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ACKLEY LAKE RD over JUDITH RIVER 009

Judith Basin County, Montana

Map

Coordinates:
+46.96824, -110.08069
46°58'06" N, 110°04'50" W

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Facts

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

Name:	ACKLEY LAKE RD over JUDITH RIVER 009
Structure number:	L23009000+08001
Location:	1M E UTICA
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	78.7 ft. `[24.0 m]`
Total length:	80.1 ft. `[24.4 m]`
Roadway width between curbs:	20.7 ft. `[6.3 m]`
Deck width edge-to-edge:	20.7 ft. `[6.3 m]`
Skew angle:	30°
Owner:	County Highway Agency `[02]`
Year built:	2008
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
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: January 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2003]`
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:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. `[9]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	98.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$87,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Good	Good	Good	Good	100	98.9
January 2015	Good	Good	Good	Very Good	100	98.9
January 2013	Good	Good	Good	Very Good	100	98.9
January 2011	Good	Very Good	Very Good	Very Good	100	96.9
February 2009	Good	Very Good	Very Good	Very Good	100	96.9
February 2007	Fair	Satisfactory	Fair	Fair	100	31.7
February 2005	Fair	Satisfactory	Fair	Fair	100	31.7
February 2003	Fair	Satisfactory	Fair	Fair	100	33.8
June 2001	Fair	Satisfactory	Fair	Fair	100	33.8
June 1999	Fair	Satisfactory	Fair	Fair	100	33.8
February 1997	Fair	Satisfactory	Fair	Fair	100	33.8
March 1995	Fair	Satisfactory	Fair	Fair	31	34.1
February 1993	Fair	Satisfactory	Satisfactory	Fair	31	48.7
January 1991	Fair	Satisfactory	Satisfactory	Fair	31	48.7

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.	318	315	3	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,636	1,358	278	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	49	49	0	0	0
Bearings
Fixed Bearing	each	8	0	8	0	0
Steel Protective Coating	sq. ft.	8	8	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	161	161	0	0	0
Steel Protective Coating	sq. ft.	322	322	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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