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ROSWELL ROAD US19 over NANCY CREEK

Map 

Coordinates:
+33.86622, -84.38089
33°51'58" N, 84°22'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROSWELL ROAD US19 over NANCY CREEK
Structure number:000000012100300
Location:IN N ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.9 ft. [13.7 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:30,200 [as of 2012]
Truck traffic:2% 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:95.0 tons [86.4 metric tons]
Inventory rating:57.4 tons [52.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.5
Estimated cost of work:$1,396,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201572.5Functionally obsoleteSatisfactoryGoodSatisfactory30200
August 201372.5Functionally obsoleteSatisfactoryGoodSatisfactory30200
August 201172.8Functionally obsoleteSatisfactoryGoodSatisfactory28610
November 200972.8Functionally obsoleteSatisfactoryGoodSatisfactory28560
August 200772.8Functionally obsoleteSatisfactoryGoodSatisfactory28740
July 200571.9Functionally obsoleteSatisfactoryGoodSatisfactory33590
July 200372.0Functionally obsoleteSatisfactoryGoodSatisfactory33100
July 200170.8Functionally obsoleteSatisfactoryGoodSatisfactory39510
October 199968.8Functionally obsoleteSatisfactoryGoodSatisfactory39510
October 199655.2Functionally obsoleteFairVery GoodFair39510
December 199454.7Functionally obsoleteFairGoodFair39510
June 199254.7Functionally obsoleteFairGoodFair39510
June 199056.0Functionally obsoleteFairGoodFair38250