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EAST BOULEVARD over LITTLE SUGAR CREEK

Map

Coordinates:
+35.19646, -80.83858
35°11'47" N, 80°50'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:EAST BOULEVARD over LITTLE SUGAR CREEK
Structure number:000000001190397
Old structure number:000000000119397 (from 1992 edition)
Location:0.4 MI.E.JCT.SCOTT AVE.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:21.0 ft. [6.4 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:17,000 [as of 1991]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
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:51.9 tons [47.2 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:59.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201659.1FairFairSatisfactoryFairFO17000
June 201428.1PoorFairPoorFairSD17000
June 201254.4FairFairFairFairFO17000
June 201048.0FairFairSatisfactoryFairFO17000
August 200848.0FairFairSatisfactoryFairFO17000
May 200654.1FairFairSatisfactoryFairFO17000
March 200442.9PoorSatisfactoryGoodPoorSD17000
July 200258.9FairSatisfactoryGoodFairFO17000
August 200058.9FairSatisfactoryGoodFairFO17000
March 199854.1FairFairSatisfactoryFairFO17000
June 199655.5FairFairSatisfactoryFairFO17000
September 199454.2FairFairGoodSatisfactoryFO17000
July 199255.2FairFairFairSatisfactoryFO17000
June 199055.2FairFairFairFairFO17000