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LONESTAR RD over CREEK

Map

Coordinates:
+40.29753, -93.21786
40°17'51" N, 93°13'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LONESTAR RD over CREEK
Structure number:29783
Location:S 2 T 63 N R 21 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:66.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairVery GoodSatisfactoryVery Good566.1
December 2015FairVery GoodSatisfactoryVery Good566.1
January 2014FairExcellentSatisfactoryVery Good566.1
March 2012FairExcellentSatisfactoryVery Good1560.2
April 2010GoodExcellentGoodVery Good1560.2
March 2008GoodExcellentGoodVery Good1560.2
December 2005GoodExcellentGoodVery Good1560.2
March 2004GoodExcellentGoodVery Good1560.2