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S-29-246 over CAMP CREEK

Map

Coordinates:
+34.76857, -80.71702
34°46'07" N, 80°43'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-29-246 over CAMP CREEK
Structure number:000000000005568
Old structure number:002970024600100 (from 1992 edition)
Location:4.5 MI NE LANCASTER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:State Highway Agency [01]
Year built:1969
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:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,334 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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:32.7 tons [29.7 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:37.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$540,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201637.8PoorSatisfactorySatisfactoryPoorSD1334
July 201537.8PoorSatisfactorySatisfactoryPoorSD1334
July 201437.8PoorSatisfactorySatisfactoryPoorSD1334
July 201337.8PoorSatisfactorySatisfactoryPoorSD1300
July 201237.8PoorSatisfactorySatisfactoryPoorSD1254
July 201137.8PoorSatisfactorySatisfactoryPoorSD1219
August 201037.9PoorSatisfactorySatisfactoryPoorSD1044
July 200951.0FairSatisfactorySatisfactoryFair-1044
July 200851.0FairSatisfactorySatisfactoryFair-1044
July 200751.0FairSatisfactorySatisfactoryFair-1044
July 200661.1FairSatisfactorySatisfactorySatisfactory-1020
July 200561.1FairSatisfactorySatisfactorySatisfactory-1040
July 199972.4GoodGoodGoodGood-160
June 199162.2FairGoodGoodFair-220