Share:

NEW BRIDGE ROAD over WHITE CREEK

Map

Coordinates:
+34.54246, -83.65990
34°32'33" N, 83°39'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NEW BRIDGE ROAD over WHITE CREEK
Structure number:000000031150020
Location:7 MI SE OF CLEVELAND
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.1 ft. [11.6 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1958
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:490 [as of 2012]
Truck traffic:6% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:55.0
Estimated cost of work:$891,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactorySatisfactorySatisfactory49055.0
February 2016FairSatisfactorySatisfactorySatisfactory49055.0
February 2014FairFairFairFair49046.9
February 2012FairFairFairFair60045.2
February 2010FairSatisfactorySatisfactorySatisfactory62053.4
February 2008FairSatisfactorySatisfactorySatisfactory62053.4
February 2006FairSatisfactorySatisfactorySatisfactory39055.5
February 2004FairGoodSatisfactoryGood74055.2
February 2002FairGoodSatisfactoryGood74068.5
February 2000FairGoodSatisfactoryGood64068.6
March 1998FairGoodSatisfactoryGood64068.6
December 1995FairGoodSatisfactoryGood64068.8
January 1994FairGoodSatisfactoryGood64068.8
March 1992FairGoodSatisfactoryGood64067.2
May 1990GoodGoodGoodGood64069.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.6085684000
Deck
Reinforced Concrete Top Flangesq. ft.4,5764,576000
Wearing Surfacessq. ft.3,7603,760000
Substructure
Reinforced Concrete Columneach65100
Reinforced Concrete Abutmentlinear ft.5449500
Reinforced Concrete Pier Caplinear ft.9090000
Joints
Pourable Jointlinear ft.4848000
Compression Jointlinear ft.4848000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.304304000