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RT D E over S FK SALT RVR

Map

Coordinates:
+39.37388, -91.80546
39°22'26" N, 91°48'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT D E over S FK SALT RVR
Structure number:8399
Old structure number:R 494 1 (from 1992 edition)
Location:S 16 T 53 N R 8 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:115.2 ft. [35.1 m]
Total length:288.1 ft. [87.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:487 [as of 2016]
Truck traffic:12% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Operating rating:24.8 tons [22.5 metric tons]
Inventory rating:10.9 tons [9.9 metric tons]
Sufficiency rating:45.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,680,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201645.2PoorPoorGoodGoodSD487
October 201452.1FairFairGoodGoodFO191
April 201347.3FairFairGoodGoodSD476
October 201247.3FairFairGoodGoodSD486
December 201047.4FairFairGoodGoodSD518
October 200847.4FairFairGoodGoodSD528
January 200848.1FairSatisfactoryGoodGoodSD612
November 200548.1FairSatisfactoryGoodGoodSD608
November 200348.0FairSatisfactoryGoodGoodSD626
October 200248.0FairSatisfactoryGoodGoodSD634
December 200148.2FairSatisfactoryGoodGoodSD582
November 200050.0FairSatisfactoryGoodGoodSD337
November 199948.0FairSatisfactoryGoodGoodSD327
February 199948.0FairSatisfactoryGoodGoodSD327
October 199748.0FairSatisfactoryGoodGoodSD327
January 199748.1FairSatisfactoryGoodGoodSD546
January 199647.0FairSatisfactorySatisfactoryGoodSD546
November 199447.1FairSatisfactorySatisfactoryGoodSD522
December 199347.2FairSatisfactorySatisfactoryVery GoodSD513
November 199247.2FairSatisfactorySatisfactoryVery GoodSD513
November 199148.8FairSatisfactorySatisfactoryVery GoodSD370