COXFORD Rd over SUGAR MILL Creek

Map 

Facts 

Name:	COXFORD Rd over SUGAR MILL Creek
Structure number:	6100172
Location:	0.1 E of US 41
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	99.4 ft. [30.3 m]
Total length:	119.8 ft. [36.5 m]
Roadway width between curbs:	14.8 ft. [4.5 m]
Deck width edge-to-edge:	16.1 ft. [4.9 m]
Vertical clearance above deck:	12.8 ft. [3.9 m]
Owner:	County Highway Agency [02]
Year built:	1906
Year reconstructed:	1977
Historic significance:	Bridge is on the National Register of Historic Places [1]
Main span material:	Wood or timber [7]
Main span design:	Truss - Thru [10]
Deck type:	Wood or Timber [8]
Wearing surface:	Wood or Timber [7]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	64 [as of 2008]
Deck condition:	Poor [4 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:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:	14.9 tons [13.5 metric tons]
Inventory rating:	10.9 tons [9.9 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	27.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$701,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	58 [as of 1996]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	12.9 tons [11.7 metric tons]
Inventory rating:	9.9 tons [9.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	39.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$111,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	100 [as of 1990]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	9.9 tons [9.0 metric tons]
Inventory rating:	7.9 tons [7.2 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	35.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$482,000

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