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LANCASTER ROAD over CLARKS RUN CREEK

Map

Coordinates:
+37.63227, -84.73260
37°37'56" N, 84°43'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LANCASTER ROAD over CLARKS RUN CREEK
Structure number:011B00007N
Old structure number:011*0052*B0007 (from 1992 edition)
Location:1 MI E-OF JCT US 150BUS.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,853 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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 corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:65.2 tons [59.3 metric tons]
Inventory rating:39.3 tons [35.7 metric tons]
Sufficiency rating:63.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$486,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201663.5FairGoodSatisfactoryFairFO4853
October 201462.8FairGoodSatisfactoryFairFO5741
October 201263.0FairGoodSatisfactoryFairFO5540
October 201063.3FairGoodSatisfactoryFairFO5110
October 200863.2FairGoodSatisfactoryFairFO5300
October 200662.9FairGoodSatisfactoryFairFO5620
October 200463.1FairGoodSatisfactoryFairFO5370
October 200262.5FairFairSatisfactoryFairFO4690
October 200072.1FairFairSatisfactorySatisfactoryFO4690
October 199873.2FairSatisfactoryGoodGoodFO4690
October 199673.2FairSatisfactoryGoodGoodFO4690
October 199474.2GoodGoodGoodGoodFO3096
October 199274.2GoodGoodGoodGoodFO3096
October 199074.2GoodGoodGoodGoodFO3096

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.650646400
Deck
Reinforced Concrete Top Flangesq. ft.3,8923,8533900
Wearing Surfacessq. ft.3,3583,3243400
Substructure
Reinforced Concrete Columneach62310
Reinforced Concrete Abutmentlinear ft.1901602460
Reinforced Concrete Pier Caplinear ft.66303060
Joints
Compression Jointlinear ft.68034034
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.26023711120