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HARTS MILL ROAD over MUCKALEE CREEK

Map

Coordinates:
+32.23347, -84.43966
32°14'00" N, 84°26'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARTS MILL ROAD over MUCKALEE CREEK
Structure number:000000019750190
Location:7 MI SE OF BUENA VISTA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:5
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: April 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:140 [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:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:35.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$249,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorSatisfactorySatisfactoryCritical14035.2
April 2015PoorSatisfactorySatisfactoryCritical14035.2
April 2013PoorSatisfactorySatisfactoryCritical14035.2
June 2011PoorSatisfactorySatisfactoryCritical14035.2
May 2009PoorSatisfactorySatisfactoryCritical62028.2
May 2008PoorSatisfactorySatisfactoryCritical62028.2
May 2007PoorSatisfactorySatisfactoryCritical60028.3
May 2005PoorSatisfactorySatisfactoryPoor22044.2
May 2003PoorSatisfactorySatisfactoryPoor74037.6
July 2001PoorSatisfactorySatisfactoryPoor74036.0
June 1999PoorSatisfactorySatisfactoryPoor47038.2
May 1997PoorSatisfactorySatisfactoryPoor43038.3
May 1995PoorSatisfactorySatisfactoryPoor43038.8
May 1993PoorSatisfactorySatisfactoryPoor40040.1
July 1991PoorSatisfactorySatisfactoryPoor27031.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5604907000
Steel Protective Coatingsq. ft.1,725001,7250
Deck
Reinforced Concrete Decksq. ft.2,0201,9744600
Substructure
Reinforced Concrete Abutmentlinear ft.5245700
Timber Pileeach2121000
Reinforced Concrete Pier Caplinear ft.104104000
Joints
Pourable Jointlinear ft.120001200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.160160000