Share:

MANNING MILL ROAD over WEST ARMUCHEE CREEK

Map

Coordinates:
+34.60868, -85.16295
34°36'31" N, 85°09'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MANNING MILL ROAD over WEST ARMUCHEE CREEK
Structure number:000000029550080
Location:5 MI SW OF VILLANOW
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:60 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:82.4
Estimated cost of work:$527,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairVery GoodSatisfactorySatisfactory6082.4
January 2015FairVery GoodSatisfactorySatisfactory6082.4
January 2013FairVery GoodSatisfactorySatisfactory6082.4
January 2011FairVery GoodSatisfactorySatisfactory62072.0
January 2009FairVery GoodSatisfactorySatisfactory62072.0
December 2006FairVery GoodSatisfactorySatisfactory40073.4
January 2005FairVery GoodGoodSatisfactory74073.4
January 2003FairVery GoodGoodFair74063.2
December 2000FairVery GoodGoodFair48063.7
January 1999FairVery GoodGoodFair47063.5
April 1996FairGoodSatisfactoryFair42063.6
March 1994FairGoodGoodFair40064.0
March 1992FairGoodGoodFair40064.0
October 1990FairGoodGoodFair39064.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.630063000
Steel Protective Coatingsq. ft.3,7800003,780
Deck
Reinforced Concrete Decksq. ft.2,5202,520000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.5050000
Reinforced Concrete Pile Cap/Footinglinear ft.40400
Reinforced Concrete Pier Caplinear ft.5050000
Joints
Pourable Jointlinear ft.100000100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6060000