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DUTCH HALL ROAD over KNIGHT CREEK

Map

Coordinates:
+41.39333, -96.05500
41°23'36" N, 96°03'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DUTCH HALL ROAD over KNIGHT CREEK
Structure number:U182520260
Location:2E N133 WASHINGTON CL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Truck traffic:5% 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: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 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodVery GoodGood10097.7
May 2015GoodGoodVery GoodVery Good10098.7
May 2013GoodGoodVery GoodVery Good7598.8
May 2011GoodGoodVery GoodVery Good75100.0
April 2009GoodGoodVery GoodVery Good75100.0
July 2007GoodGoodVery GoodVery Good75100.0
July 2005GoodGoodVery GoodVery Good75100.0
June 2003GoodVery GoodVery GoodVery Good75100.0
June 2001GoodVery GoodVery GoodVery Good75100.0
April 1999GoodVery GoodVery GoodVery Good75100.0
October 1998GoodExcellentExcellentExcellent75100.0
April 1997PoorFairPoorFair7543.7
June 1995PoorFairPoorFair7543.7
November 1994PoorFairPoorSatisfactory7543.7
April 1993PoorFairPoorSatisfactory7543.7
December 1991PoorSatisfactoryPoorGood7550.5