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RP US71S TO SWOPE over BRUSH CR

Map

Coordinates:
+39.04227, -94.56070
39°02'32" N, 94°33'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RP US71S TO SWOPE over BRUSH CR
Structure number:4040
Location:S 28 T 49 N R 33 W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:127.0 ft. [38.7 m]
Total length:557.1 ft. [169.8 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Skew angle:44°
Owner:State Highway Agency [01]
Year built:1997
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:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,919 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:79.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryVery GoodSatisfactory991979.3
October 2015GoodGoodVery GoodVery Good856977.5
October 2013GoodGoodVery GoodExcellent856977.5
October 2011GoodGoodVery GoodExcellent550078.0
October 2009GoodVery GoodVery GoodExcellent550078.0
January 2008GoodVery GoodVery GoodExcellent550078.0
November 2005GoodVery GoodVery GoodExcellent550078.0
November 2003GoodVery GoodVery GoodExcellent550078.0
September 2001GoodExcellentExcellentExcellent1315378.7