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NEWNAN STREET over HOGAN CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map 

Coordinates:
+30.33472, -81.65333
30°20'05" N, 81°39'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NEWNAN STREET over HOGAN CREEK
Structure number:724171
Location:AT NEWNAN ST/ORANGE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.9 ft. [7.6 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1929
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,051 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:12.2 tons [11.1 metric tons]
Inventory rating:7.3 tons [6.6 metric tons]
Sufficiency rating:38.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$745,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201438.0PoorPoorPoorPoorSD2051
December 201238.0PoorPoorPoorPoorSD2051
December 201038.0PoorPoorPoorPoorSD2051
December 200838.0PoorPoorPoorPoorSD2051
December 200636.9PoorPoorPoorPoorSD2051
December 200436.9PoorPoorPoorPoorSD2051
December 200236.9PoorPoorPoorPoorSD2051
December 200036.9PoorPoorPoorPoorSD2051
December 199836.9PoorPoorPoorPoorSD2051
December 199636.9PoorPoorPoorPoorSD2051
December 199436.9PoorPoorPoorPoorSD2051
December 199250.4FairFairFairFairFO2051
December 199050.4FairFairFairFairFO2051