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S-29-285 over BR OF CANE CREEK

Map

Coordinates:
+34.80962, -80.70975
34°48'35" N, 80°42'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:S-29-285 over BR OF CANE CREEK
Structure number:000000000003351
Old structure number:002970028500200 (from 1992 edition)
Location:7MI N LANCASTER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1960
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:319 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:32.7 tons [29.7 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:43.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$299,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201643.5PoorFairFairPoorSD319
July 201543.5PoorFairFairPoorSD319
July 201443.5PoorFairFairPoorSD319
July 201343.5PoorFairFairPoorSD311
July 201229.0PoorFairFairPoorSD300
July 201143.5PoorFairFairPoorSD292
August 201043.5PoorFairFairPoorSD290
July 200944.5PoorSatisfactorySatisfactoryPoorSD290
July 200844.5PoorSatisfactorySatisfactoryPoorSD290
July 200744.5PoorSatisfactorySatisfactoryPoorSD290
July 200644.5PoorSatisfactorySatisfactoryPoorSD280
July 200544.5PoorSatisfactorySatisfactoryPoorSD290
July 199962.4FairSatisfactorySatisfactoryFair-110
June 199172.2FairGoodGoodSatisfactory-110