Share:

S-29-274 over GILLS CREEK

Map

Coordinates:
+34.72922, -80.77809
34°43'45" N, 80°46'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:S-29-274 over GILLS CREEK
Structure number:000000000004841
Old structure number:002970027400100 (from 1992 edition)
Location:CITY OF LANCASTER
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:105.0 ft. [32.0 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:1966
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:7
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:Fair
Status:Open, no restriction [A]
Average daily traffic:800 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Equal to present desirable criteria [8]
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:62.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201662.0FairSatisfactorySatisfactorySatisfactory-800
July 201561.0FairSatisfactorySatisfactorySatisfactory-1100
July 201462.0FairSatisfactorySatisfactorySatisfactory-950
July 201362.0FairSatisfactorySatisfactorySatisfactory-850
July 201262.0FairSatisfactorySatisfactorySatisfactory-950
July 201162.0FairSatisfactorySatisfactorySatisfactory-850
August 201062.0FairSatisfactorySatisfactorySatisfactory-950
July 200962.0FairSatisfactorySatisfactorySatisfactory-950
July 200862.0FairSatisfactorySatisfactorySatisfactory-1000
July 200760.9FairSatisfactorySatisfactorySatisfactory-1500
July 200662.0FairSatisfactorySatisfactorySatisfactory-950
July 200562.0FairSatisfactorySatisfactorySatisfactory-1000
July 199961.0GoodGoodGoodGood-1550
June 199160.9GoodVery GoodVery GoodGood-1081