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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 13.5 / H 15 [2]
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 2014 

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:Equal to present minimum criteria [6]
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:45.9 tons [41.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:88.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201488.4Not deficientGoodSatisfactorySatisfactory2600
June 201276.3Not deficientFairFairFair2600
June 201086.6Not deficientGoodSatisfactorySatisfactory1900
October 200886.6Not deficientGoodSatisfactorySatisfactory1900
May 200674.2Not deficientFairSatisfactorySatisfactory1900
March 200478.5Not deficientFairGoodSatisfactory1900
July 200278.5Not deficientFairVery GoodSatisfactory1900
August 200078.5Not deficientFairVery GoodSatisfactory1900
March 199874.2Not deficientFairVery GoodGood1900
June 199674.2Not deficientFairVery GoodGood1900
August 199464.9Not deficientFairVery GoodGood1900
July 199271.1Not deficientFairSatisfactorySatisfactory3000
May 199067.5Not deficientFairSatisfactorySatisfactory3000