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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]
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 2014 

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:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:37.0 tons [33.6 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:28.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201428.1Structurally deficientFairPoorFair17000
June 201254.4Functionally obsoleteFairFairFair17000
June 201048.0Functionally obsoleteFairSatisfactoryFair17000
August 200848.0Functionally obsoleteFairSatisfactoryFair17000
May 200654.1Functionally obsoleteFairSatisfactoryFair17000
March 200442.9Structurally deficientSatisfactoryGoodPoor17000
July 200258.9Functionally obsoleteSatisfactoryGoodFair17000
August 200058.9Functionally obsoleteSatisfactoryGoodFair17000
March 199854.1Functionally obsoleteFairSatisfactoryFair17000
June 199655.5Functionally obsoleteFairSatisfactoryFair17000
September 199454.2Functionally obsoleteFairGoodSatisfactory17000
July 199255.2Functionally obsoleteFairFairSatisfactory17000
June 199055.2Functionally obsoleteFairFairFair17000