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SPRING BLUFF RD over SPRING CR

Map

Coordinates:
+38.25090, -91.19631
38°15'03" N, 91°11'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SPRING BLUFF RD over SPRING CR
Structure number:22224
Old structure number:F-268 036 (from 1992 edition)
Location:S 31 T 41 N R 2 W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:Other Local Agencies [25]
Year built:1950
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:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,800 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:25.7 tons [23.4 metric tons]
Inventory rating:15.8 tons [14.4 metric tons]
Sufficiency rating:48.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$277,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201748.2FairSatisfactoryGoodGoodFO1800
March 201548.2FairSatisfactoryGoodGoodFO1800
March 201348.2FairSatisfactoryGoodGoodFO1800
March 201154.1FairSatisfactoryGoodGood-375
February 200957.1FairSatisfactoryGoodGood-375
February 200757.1FairSatisfactoryGoodGood-375
March 200557.1GoodGoodGoodGood-375
March 200357.1GoodGoodGoodGood-375
February 200157.1GoodGoodGoodGood-375
February 199957.1GoodGoodGoodGood-375
February 199139.8GoodGoodGoodGoodSD275