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RT E E over SUGAR CR

Map

Coordinates:
+40.23874, -91.72793
40°14'19" N, 91°43'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT E E over SUGAR CR
Structure number:7556
Old structure number:P 207 1 (from 1992 edition)
Location:S 24 T 63 N R 8 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Owner:State Highway Agency [01]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Steel [3]
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:203 [as of 2016]
Truck traffic:12% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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: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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:20.8 tons [18.9 metric tons]
Inventory rating:10.9 tons [9.9 metric tons]
Sufficiency rating:44.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$524,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201644.9PoorPoorSatisfactoryFairSD203
October 201444.9PoorPoorSatisfactoryFairSD210
October 201347.3FairFairSatisfactoryFairSD158
October 201247.2FairFairSatisfactoryFairSD162
October 201147.2FairFairSatisfactoryFairSD162
October 201037.5PoorSatisfactorySatisfactoryPoorSD172
October 200948.4FairSatisfactorySatisfactoryFairSD176
October 200848.4FairSatisfactorySatisfactoryFairSD178
October 200748.4FairSatisfactorySatisfactoryFairSD180
November 200648.3FairSatisfactorySatisfactoryFairSD196
November 200548.3FairSatisfactorySatisfactoryFairSD196
November 200448.3FairSatisfactorySatisfactoryFairSD198
October 200348.0FairSatisfactorySatisfactoryFairSD250
September 200248.0FairSatisfactorySatisfactoryFairSD254
November 200147.9FairSatisfactorySatisfactoryFairSD256
August 200034.1FairSatisfactorySatisfactoryFairSD166
January 200034.1FairSatisfactorySatisfactoryFairSD161
November 199834.1FairSatisfactorySatisfactoryFairSD161
October 199734.1FairSatisfactorySatisfactoryFairSD161
November 199633.4FairSatisfactorySatisfactoryFairSD232
November 199531.7FairSatisfactorySatisfactoryFairSD232
November 199442.7FairSatisfactorySatisfactorySatisfactorySD214
November 199332.0FairGoodGoodFairSD210
November 199242.8FairGoodGoodSatisfactorySD210
October 199142.9FairGoodGoodSatisfactorySD198