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HILLSIDE AVENUE over LITTLE SUGAR CREEK

Map

Coordinates:
+35.17897, -80.84625
35°10'44" N, 80°50'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HILLSIDE AVENUE over LITTLE SUGAR CREEK
Structure number:000000001190395
Old structure number:000000000119395 (from 1992 edition)
Location:0.3 MI E JCT PARK ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:59.1 ft. [18.0 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,600 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:25.0 tons [22.7 metric tons]
Inventory rating:14.0 tons [12.7 metric tons]
Sufficiency rating:65.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201665.0FairGoodSatisfactorySatisfactory-2600
June 201488.4FairGoodSatisfactorySatisfactory-2600
June 201276.3FairFairFairFair-2600
June 201086.6FairGoodSatisfactorySatisfactory-1900
October 200886.6FairGoodSatisfactorySatisfactory-1900
May 200674.2FairFairSatisfactorySatisfactory-1900
March 200478.5FairFairGoodSatisfactory-1900
July 200278.5FairFairVery GoodSatisfactory-1900
August 200078.5FairFairVery GoodSatisfactory-1900
March 199874.2FairFairVery GoodGood-1900
June 199674.2FairFairVery GoodGood-1900
August 199464.9FairFairVery GoodGood-1900
July 199271.1FairFairSatisfactorySatisfactory-3000
May 199067.5FairFairSatisfactorySatisfactory-3000