BELLE MILL RD over SAMSON SLOUGH

Map 

Facts 

Name:	BELLE MILL RD over SAMSON SLOUGH
Structure number:	08C0058
Location:	WHITE ROAD
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	49.9 ft. [15.2 m]
Total length:	400.0 ft. [121.9 m]
Roadway width between curbs:	21.0 ft. [6.4 m]
Deck width edge-to-edge:	23.6 ft. [7.2 m]
Owner:	County Highway Agency [02]
Year built:	1915
Historic significance:	Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:	8
Main spans material:	Concrete [1]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	802 [as of 1983]
Truck traffic:	1% of total traffic
Deck condition:	Serious [3 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
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]
Operating rating:	10.2 tons [9.3 metric tons]
Inventory rating:	6.2 tons [5.6 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	13.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$3,404,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	802 [as of 1998]
Truck traffic:	1% of total traffic
Deck condition:	Serious [3 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	14.0 tons [12.7 metric tons]
Inventory rating:	11.0 tons [10.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	27.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,690,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	802 [as of 1983]
Truck traffic:	1% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 out of 9]
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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	9.9 tons [9.0 metric tons]
Inventory rating:	5.9 tons [5.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	16.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,188,000

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