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WIEUCA ROAD over NANCY CREEK TRIB

Map 

Coordinates:
+33.87309, -84.37524
33°52'23" N, 84°22'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WIEUCA ROAD over NANCY CREEK TRIB
Structure number:000000012104490
Location:IN N ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1927
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:10,470 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:88.1 tons [80.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$182,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201480.4Functionally obsoleteSatisfactoryGoodSatisfactory10470
December 201280.4Functionally obsoleteSatisfactoryGoodSatisfactory10470
December 201080.4Functionally obsoleteSatisfactoryGoodSatisfactory11310
January 200980.4Functionally obsoleteSatisfactorySatisfactorySatisfactory11310
January 200780.4Functionally obsoleteSatisfactorySatisfactorySatisfactory11060
January 200566.2Functionally obsoleteSatisfactorySatisfactorySatisfactory11460
January 200365.9Functionally obsoleteSatisfactorySatisfactorySatisfactory14900
October 200065.9Functionally obsoleteSatisfactorySatisfactorySatisfactory14200
June 199855.6Functionally obsoleteSatisfactorySatisfactoryFair13800
January 199557.7Functionally obsoleteSatisfactorySatisfactoryFair12900
December 199258.2Functionally obsoleteSatisfactorySatisfactoryFair9700
January 199158.2Functionally obsoleteSatisfactorySatisfactoryFair9250