ANTIOCH CHURCH Rd over BLACK River

Map 

Facts 

Name:	ANTIOCH CHURCH Rd over BLACK River
Structure number:	2600283
Location:	0.5 S of CEDAR GROVE Rd
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	60.0 ft. [18.3 m]
Total length:	61.0 ft. [18.6 m]
Roadway width between curbs:	17.4 ft. [5.3 m]
Deck width edge-to-edge:	18.0 ft. [5.5 m]
Owner:	County Highway Agency [02]
Year built:	1910
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:	Steel [3]
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:	65 [as of 2008]
Truck traffic:	5% of total traffic
Deck condition:	Poor [4 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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	6.9 tons [6.3 metric tons]
Inventory rating:	5.0 tons [4.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	33.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$250,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	100 [as of 1998]
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Good [7 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 condition. [5]
Operating rating:	7.9 tons [7.2 metric tons]
Inventory rating:	5.9 tons [5.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	36.9
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$5,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	100 [as of 1990]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	11.9 tons [10.8 metric tons]
Inventory rating:	9.9 tons [9.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	43.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$94,000

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