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BURLINGTON ROAD over EAST FORK LAMOINE RV

Map

Coordinates:
+40.47784, -90.67642
40°28'40" N, 90°40'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BURLINGTON ROAD over EAST FORK LAMOINE RV
Structure number:055600100000000
Old structure number:000055600128054 (from 1992 edition)
Location:SE-25-T6NR3W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.2 ft. [8.9 m]
Total length:106.3 ft. [32.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1931
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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 minimum criteria [6]
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:44.2 tons [40.2 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:47.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$61,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201747.5PoorGoodSeriousGoodSD600
February 201577.5FairGoodFairGood-750
March 201477.5FairGoodFairGood-750
January 201378.5FairGoodFairVery Good-750
March 201171.0FairGoodFairVery Good-800
February 200982.0FairGoodSatisfactoryVery Good-800
March 200782.0FairGoodSatisfactoryVery Good-800
December 200481.0GoodGoodGoodVery Good-950
December 200277.0GoodVery GoodVery GoodVery GoodFO950
December 200077.0GoodVery GoodVery GoodVery GoodFO1150
December 199877.0GoodVery GoodVery GoodVery GoodFO1150
December 199677.0GoodVery GoodVery GoodVery GoodFO1150
January 199584.5GoodExcellentVery GoodVery GoodFO650
August 199384.5GoodExcellentVery GoodVery GoodFO650
April 199187.5GoodExcellentVery GoodVery Good-650