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SOUTHWEST BLVD. over STEWART CREEK TRIBUTARY

Map 

Coordinates:
+35.26399, -80.86888
35°15'50" N, 80°52'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:26.6 ft. [8.1 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]
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 2014 

Status:Posted for load [P]
Average daily traffic:500 [as of 1991]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:27.9 tons [25.4 metric tons]
Inventory rating:16.0 tons [14.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:26.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201426.4Structurally deficientPoorPoorSatisfactory500
April 201247.2Not deficientFairFairFair500
April 201061.0Not deficientFairFairFair500
April 200861.0Not deficientFairSatisfactoryFair500
June 200620.0Structurally deficientFairSeriousFair500
April 200426.6Structurally deficientSatisfactorySatisfactorySatisfactory500
July 200257.4Not deficientSatisfactorySatisfactorySatisfactory500
July 200057.4Not deficientSatisfactorySatisfactorySatisfactory500
April 199847.1Not deficientFairFairFair500
April 199052.0Not deficientSatisfactorySatisfactorySatisfactory500