Road Stream Crossing Site AUS_CR082
		Au Sable River Watershed, North Branch Au Sable River
	
	County Rd 612
	
		Lovells Twp, 
		Crawford County
	
Information collected by:
	
	
	
Site Location
	GPS Coordinates: 44.80388
		, -84.48199
		
		T28N 
		R01W 
		Sec 19
		
	Owned by Private
		Fish Passability 0
		
		
		Total Erosion: 1.0877 tons/year
		
		Severity: Severe
		Year Inventoried: 2013
	Crossing Information
	Type of Crossing: Bridge
		
		Structure Shape: Open Bottom Square/Rectangle
		Inlet Type: Wingwall 10-30 Degree
		Outlet Type: At Stream Grade
		Structure Material: Metal
		Structure Substrate: Rock
		General Conditions: Poor
	Structure Interior: smooth
	Structure is Rusted through
	Dimensions of Structure: Length 42.5 ft.
		, Width 46 ft.
		, Height 9.6 ft.
	
	
	
		
		
		
	
	
	
		
		
		
	
	
	
	
Structure Inlet
		Water Depth: 1.6 ft.
		Embedded Depth of Structure: 0 ft.
		Water Velocity*: 4.7 ft./sec.
		Structure Outlet
		Water Depth: 1.7 ft.
		Embedded Depth of Structure: 0 ft.
		Water Velocity*: 4.4 ft./sec.
		
	
	*Water Velocities were measured  at the Surface
	 (with Float Test)
Stream Information
	Stream Flow: Less than Bankfull
	
	
		
		
	
	
		
		
	
Riffle Information
Water Depth: 1.4 ft.
	Bankfull Width: 104 ft.
	Wetted Width: 93 ft.
	Water Velocity: 3.81 ft./sec.
	 (Measured with Float Test)
	
	Dominant Substrate: Cobble
Road Information
	
	Paved 
	County Road
	
	
	
	Road Condition: Fair
	Road Width at Culvert: 26 ft.
	
	Location of Low Point: Other
	Runoff Path: Ditch
Fill Depth: 0 ft.
		Slope: Vertical
	
	
		
		Fill Depth: 0 ft.
		Slope: Vertical
	
Approaches
		Left Approach
		Length: 0 ft.
		 Slope: Less Than 1%
		Vegetation: Partial
		LS Factor: 0.05
		Erosion: 0 tons/year
		Right Approach
		Length: 510 ft.
		Slope: 1% to 5%
		Vegetation: Partial
		LS Factor: 0.644
		Erosion: 0.2823 tons/year
		Erosion Information
	Total Erosion at Crossing: 1.0877 tons/year
	Extent of Erosion: Moderate
	
	Notes: Located along downstream bank/man- made walkway on upstream side, man-made drive on downstream side.
| Location of Erosion | Erosion Dimensions | Eroded Material | Material Eroded | Total Erosion | ||
| facing downstream | Length | Width | Depth | Reaching Stream? | (tons/year) | |
| Right Downstream | 17 ft. | 11 ft. | 1 ft. | no | Silt | 0.1012 | 
| Left Ditch | 38 ft. | 6 ft. | 2 ft. | yes | Gravelly Loam | 0.532 | 
| Right Ditch | 82 ft. | 15 ft. | 0.3 ft. | no | Gravel | 0.1722 | 
Summary Information
	Fish Passability 0
	
	
	
	
	A future visit to this site is recommended. to remove LWD causing a scour pool on downstream side, rusted out metal parts/splitting concrete columns undre bridge.
	These non-native species were observerd at this site: Spotted Knapweed
