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DUTCH HALL ROAD over KNIGHT CREEK

Map 

Coordinates:
+41.39318, -96.05504
41°23'35" N, 96°03'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:98.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201598.7GoodGoodVery GoodVery Good-100
May 201398.8GoodGoodVery GoodVery Good-75
May 2011100.0GoodGoodVery GoodVery Good-75
April 2009100.0GoodGoodVery GoodVery Good-75
July 2007100.0GoodGoodVery GoodVery Good-75
July 2005100.0GoodGoodVery GoodVery Good-75
June 2003100.0GoodVery GoodVery GoodVery Good-75
June 2001100.0GoodVery GoodVery GoodVery Good-75
April 1999100.0GoodVery GoodVery GoodVery Good-75
October 1998100.0GoodExcellentExcellentExcellent-75
April 199743.7PoorFairPoorFairSD75
June 199543.7PoorFairPoorFairSD75
November 199443.7PoorFairPoorSatisfactorySD75
April 199343.7PoorFairPoorSatisfactorySD75
December 199150.5PoorSatisfactoryPoorGoodSD75