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RT H S over BOURBEUSE RVR

Map

Coordinates:
+38.31813, -91.33269
38°19'05" N, 91°19'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RT H S over BOURBEUSE RVR
Structure number:8401
Old structure number:R 497 1 (from 1992 edition)
Location:S 2 T 41 N R 4 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:160.1 ft. [48.8 m]
Total length:414.1 ft. [126.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:315 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:23.8 tons [21.6 metric tons]
Inventory rating:13.9 tons [12.6 metric tons]
Sufficiency rating:51.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,801,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201551.9PoorPoorGoodSatisfactorySD315
October 201351.8PoorPoorGoodSatisfactorySD356
February 201364.0PoorPoorGoodSatisfactorySD352
February 201264.0PoorPoorGoodSatisfactorySD362
January 201066.0FairFairGoodGood-382
January 200964.4FairFairGoodGood-542
January 200756.7FairFairGoodGood-932
January 200556.7FairFairGoodGood-946
January 200356.3FairFairGoodGood-1054
December 200156.2FairFairGoodGood-1074
November 200056.7FairFairSatisfactoryGood-943
January 200056.8FairFairSatisfactoryGood-916
December 199857.8FairSatisfactorySatisfactoryGood-916
December 199757.8FairSatisfactorySatisfactoryGood-916
December 199652.3FairSatisfactorySatisfactoryGood-726
January 199651.2FairSatisfactorySatisfactoryGood-726
February 199551.6GoodGoodGoodVery Good-644
December 199351.6GoodGoodGoodVery Good-633
October 199251.6GoodGoodGoodVery Good-633
January 199251.8GoodGoodGoodVery Good-597