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CH 10 over COFFEE CR

Map

Coordinates:
+41.24733, -89.32099
41°14'50" N, 89°19'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CH 10 over COFFEE CR
Structure number:078302000000000
Old structure number:000078302028528 (from 1992 edition)
Location:970N, 780E
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:36.1 ft. [11.0 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1939
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:175 [as of 2013]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:25.6 tons [23.3 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:63.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201663.7FairGoodGoodFair-175
March 201463.7FairGoodGoodFair-175
April 201263.7FairGoodGoodFair-150
April 201063.5FairSatisfactorySatisfactoryFair-175
March 200873.5FairSatisfactorySatisfactorySatisfactory-175
September 200669.0GoodVery GoodVery GoodGood-409
June 200373.5FairExcellentExcellentSatisfactory-175
March 200173.5FairExcellentExcellentSatisfactory-225
November 199851.5FairFairFairSatisfactory-225
August 199661.5FairFairSatisfactoryGood-175
December 199468.6FairFairSatisfactoryGood-175
September 199268.6FairFairSatisfactoryGood-250
September 199068.6FairFairSatisfactoryGood-250