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CHESHIRE BRIDGE RD over SOUTH FORK P'TREE CREEK

Map 

Coordinates:
+33.81294, -84.35423
33°48'47" N, 84°21'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHESHIRE BRIDGE RD over SOUTH FORK P'TREE CREEK
Structure number:000000012100390
Location:IN N ATLANTA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1938
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:19,790 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:40.6 tons [36.9 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.4
Estimated cost of work:$1,739,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201565.4Functionally obsoleteSatisfactorySatisfactorySatisfactory19790
January 201365.4Functionally obsoleteSatisfactorySatisfactorySatisfactory19790
January 201156.4Functionally obsoleteSatisfactorySatisfactorySatisfactory20960
January 200956.4Functionally obsoleteSatisfactorySatisfactorySatisfactory20960
January 200756.3Functionally obsoleteSatisfactorySatisfactorySatisfactory22840
January 200556.4Functionally obsoleteSatisfactorySatisfactorySatisfactory21550
January 200356.3Functionally obsoleteSatisfactorySatisfactorySatisfactory22100
November 200063.5Functionally obsoleteSatisfactorySatisfactorySatisfactory26466
July 199861.5Functionally obsoleteSatisfactorySatisfactorySatisfactory26466
January 199560.3Functionally obsoleteSatisfactorySatisfactorySatisfactory26466
January 199360.3Functionally obsoleteSatisfactorySatisfactorySatisfactory26466
January 199154.3Functionally obsoleteSatisfactorySatisfactorySatisfactory26466