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LYNHURST DRIVE over NORTH UTOY CREEK

Map 

Coordinates:
+33.74591, -84.48953
33°44'45" N, 84°29'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LYNHURST DRIVE over NORTH UTOY CREEK
Structure number:000000012103510
Location:IN WEST ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:34.1 ft. [10.4 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1929
Year reconstructed:1956
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:Open, no restriction [A]
Average daily traffic:3,400 [as of 2011]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:30.7 tons [27.9 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:77.7
Estimated cost of work:$199,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201477.7Not deficientSatisfactoryGoodSatisfactory3400
November 201277.7Not deficientSatisfactoryGoodSatisfactory3400
December 201074.5Functionally obsoleteGoodGoodGood5340
December 200874.5Functionally obsoleteGoodGoodGood5340
December 200674.5Functionally obsoleteGoodGoodGood5860
December 200474.5Functionally obsoleteGoodGoodGood5810
October 200274.5Functionally obsoleteGoodGoodGood5400
December 200074.1Functionally obsoleteGoodGoodGood11370
July 199874.1Functionally obsoleteSatisfactoryGoodSatisfactory11370
January 199575.8Not deficientSatisfactoryGoodSatisfactory10460
February 199375.9Not deficientSatisfactoryGoodSatisfactory9870
March 199176.0Not deficientSatisfactoryGoodSatisfactory9250