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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 2016

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201649.7FairSatisfactorySatisfactorySatisfactoryFO1940
November 201449.7FairSatisfactorySatisfactorySatisfactoryFO1940
November 201249.7FairSatisfactorySatisfactorySatisfactoryFO1940
November 201049.7GoodGoodGoodGoodFO1900
December 200849.7GoodGoodGoodGoodFO1900
November 200660.4GoodGoodGoodGoodFO2010
December 200460.5GoodGoodGoodGoodFO1560
October 200260.5GoodGoodGoodGoodFO1560
December 200060.4GoodGoodGoodGoodFO1820
December 199860.4FairSatisfactoryGoodSatisfactoryFO1810
June 199760.5FairSatisfactoryGoodSatisfactoryFO1640
February 199560.4FairSatisfactoryGoodSatisfactoryFO1640
January 199360.4FairSatisfactoryGoodSatisfactoryFO1640
February 199167.5FairSatisfactoryGoodSatisfactoryFO1640