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S-29-195 over CAMP CREEK

Map

Coordinates:
+34.76958, -80.66050
34°46'10" N, 80°39'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:S-29-195 over CAMP CREEK
Structure number:000000000002572
Old structure number:002970019500100 (from 1992 edition)
Location:7.2MI NE LANCASTER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:60.0 ft. [18.3 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:1957
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:4
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:210 [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:Basically intolerable requiring high priority of replacement [2]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:32.7 tons [29.7 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:44.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$339,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201644.2PoorFairFairPoorSD210
July 201544.2PoorFairFairPoorSD210
July 201444.2PoorFairFairPoorSD210
July 201344.2PoorFairFairPoorSD210
August 201244.2PoorFairFairPoorSD210
July 201144.2PoorFairFairPoorSD210
August 201044.2PoorFairFairPoorSD210
August 200944.2PoorFairFairPoorSD210
July 200844.2PoorFairFairPoorSD210
August 200744.2PoorFairFairPoorSD210
August 200644.2PoorFairFairPoorSD210
July 200544.2PoorFairFairPoorSD200
July 199945.4PoorSatisfactorySatisfactoryPoorSD130
June 199168.2GoodGoodGoodGoodSD110