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MAXINE MOSS ROAD over LAUGHERY CREEK

Map

Coordinates:
+38.96611, -85.14361
38°57'58" N, 85°08'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAXINE MOSS ROAD over LAUGHERY CREEK
Structure number:6900127
Location:00.01 S OF SR 62
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.7 ft. [12.1 m]
Total length:120.4 ft. [36.7 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1969
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:225 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:79.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201679.0FairFairSatisfactorySatisfactory-225
October 201477.0FairFairSatisfactorySatisfactory-225
November 201278.0FairFairSatisfactorySatisfactory-225
November 201078.0FairFairSatisfactorySatisfactory-225
August 200876.9FairFairGoodSatisfactory-205
May 200676.9FairFairGoodSatisfactory-205
May 200476.9FairFairSatisfactorySatisfactory-195
April 200276.9FairFairSatisfactorySatisfactory-195
January 200075.9FairFairSatisfactorySatisfactoryFO195
January 199877.9FairFairSatisfactorySatisfactory-195
May 199677.9FairFairSatisfactorySatisfactory-175
April 199477.9FairFairSatisfactorySatisfactory-150
February 199281.9FairSatisfactorySatisfactorySatisfactory-150
February 199093.0FairSatisfactorySatisfactorySatisfactory-100