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PLYMOUTH ROAD over TOWN CREEK

Map

Coordinates:
+38.66500, -85.63667
38°39'54" N, 85°38'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PLYMOUTH ROAD over TOWN CREEK
Structure number:7200043
Location:00.02 W OF SR 203
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1940
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:200 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:66.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$585,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201566.2FairFairFairFairFO200
October 201366.2FairFairFairFairFO170
September 201148.0FairFairFairFairFO170
September 200948.0FairFairFairFairFO150
June 200746.7FairFairFairFairFO150
July 200548.0FairFairFairFairFO150
April 200350.0FairFairFairFair-100
April 200150.0FairFairFairFair-100
March 199950.0FairFairSatisfactoryFair-100
March 199751.0FairSatisfactorySatisfactoryFair-100
March 199561.9FairSatisfactorySatisfactorySatisfactory-100
June 199353.2FairSatisfactorySatisfactorySatisfactoryFO200
February 199165.8FairSatisfactorySatisfactorySatisfactoryFO200