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SOUTHWEST BLVD. over STEWART CREEK TRIBUTARY

Map

Coordinates:
+35.26399, -80.86883
35°15'50" N, 80°52'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SOUTHWEST BLVD. over STEWART CREEK TRIBUTARY
Structure number:000000001190379
Location:0.3 MI.W.JCT.BURBANK DR.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.9 ft. [7.6 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1965
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:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:500 [as of 1991]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:54.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactorySatisfactoryFair50054.4
April 2014PoorPoorPoorSatisfactory50026.4
April 2012FairFairFairFair50047.2
April 2010FairFairFairFair50061.0
April 2008FairFairSatisfactoryFair50061.0
June 2006PoorFairSeriousFair50020.0
April 2004FairSatisfactorySatisfactorySatisfactory50026.6
July 2002FairSatisfactorySatisfactorySatisfactory50057.4
July 2000FairSatisfactorySatisfactorySatisfactory50057.4
April 1998FairFairFairFair50047.1
April 1990FairSatisfactorySatisfactorySatisfactory50052.0