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WOODLAND ROAD over INTRENCHMENT CREEK

Map 

Coordinates:
+33.71795, -84.35383
33°43'05" N, 84°21'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WOODLAND ROAD over INTRENCHMENT CREEK
Structure number:000000012151150
Location:3 MI SE OF ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:42.0 ft. [12.8 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1932
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: November 2014 

Status:Posted for load [P]
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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:22.8 tons [20.7 metric tons]
Inventory rating:13.9 tons [12.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:49.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$246,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201449.7Functionally obsoleteSatisfactorySatisfactorySatisfactory1940
November 201249.7Functionally obsoleteSatisfactorySatisfactorySatisfactory1940
November 201049.7Functionally obsoleteGoodGoodGood1900
December 200849.7Functionally obsoleteGoodGoodGood1900
November 200660.4Functionally obsoleteGoodGoodGood2010
December 200460.5Functionally obsoleteGoodGoodGood1560
October 200260.5Functionally obsoleteGoodGoodGood1560
December 200060.4Functionally obsoleteGoodGoodGood1820
December 199860.4Functionally obsoleteSatisfactoryGoodSatisfactory1810
June 199760.5Functionally obsoleteSatisfactoryGoodSatisfactory1640
February 199560.4Functionally obsoleteSatisfactoryGoodSatisfactory1640
January 199360.4Functionally obsoleteSatisfactoryGoodSatisfactory1640
February 199167.5Functionally obsoleteSatisfactoryGoodSatisfactory1640