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FRANCIS PLACE over PROCTOR CREEK

Map

Coordinates:
+33.77595, -84.43785
33°46'33" N, 84°26'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FRANCIS PLACE over PROCTOR CREEK
Structure number:000000012150940
Location:IN W ATLANTA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:36.1 ft. [11.0 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1931
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,940 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:75.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$211,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201675.8FairSatisfactorySatisfactorySatisfactory-1940
January 201575.8FairSatisfactorySatisfactorySatisfactory-1940
January 201375.8FairSatisfactorySatisfactorySatisfactory-1940
January 201175.8FairSatisfactorySatisfactorySatisfactory-1900
January 200975.8FairSatisfactorySatisfactorySatisfactory-1900
February 200775.8FairSatisfactorySatisfactorySatisfactory-1990
January 200575.8FairSatisfactorySatisfactorySatisfactory-1560
February 200375.8FairSatisfactorySatisfactorySatisfactory-1560
November 200067.3FairSatisfactorySatisfactorySatisfactory-1820
January 199967.3FairSatisfactorySatisfactorySatisfactory-1810
June 199767.3FairSatisfactoryGoodSatisfactory-1640
February 199567.5FairSatisfactoryGoodSatisfactory-1640
January 199367.5FairSatisfactoryGoodSatisfactory-1640
February 199160.8FairSatisfactoryGoodSatisfactoryFO1640

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.324324000
Deck
Reinforced Concrete Decksq. ft.929929000
Substructure
Reinforced Concrete Abutmentlinear ft.5252000
Bearings
Movable Bearingeach99000
Fixed Bearingeach99000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7272000
Coatings
Wearing Surfacessq. ft.8687937500
Steel Protective Coatingsq. ft.1,963001,9630