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TUCKASEEGEE ROAD over STEWART CREEK

Map

Coordinates:
+35.23674, -80.86655
35°14'12" N, 80°51'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:TUCKASEEGEE ROAD over STEWART CREEK
Structure number:000000001190385
Location:0.1 MI E JCT GESCO ST.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:28.9 ft. [8.8 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Year reconstructed:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,400 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:80.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201680.5FairGoodSatisfactorySatisfactoryFO4400
May 201480.5FairGoodSatisfactorySatisfactoryFO4400
May 201263.3FairGoodFairFairFO4100
May 201077.1FairGoodGoodSatisfactoryFO13100
August 200877.1FairGoodGoodSatisfactoryFO13100
June 200675.2FairGoodGoodSatisfactoryFO13100
April 200476.1FairVery GoodGoodSatisfactoryFO13100
July 200273.1FairVery GoodGoodSatisfactoryFO13100
July 200073.1FairVery GoodGoodSatisfactoryFO13100
May 199864.1FairGoodSatisfactoryFairFO13100
April 199074.8FairSatisfactorySatisfactorySatisfactoryFO10000