BIG CREEK RD. over BIG CREEK

Map 

Facts 

Name:	BIG CREEK RD. over BIG CREEK
Structure number:	000000000220880
Location:	0761809
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	100.1 ft. [30.5 m]
Total length:	118.1 ft. [36.0 m]
Roadway width between curbs:	15.4 ft. [4.7 m]
Deck width edge-to-edge:	15.7 ft. [4.8 m]
Vertical clearance above deck:	13.1 ft. [4.0 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1929
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:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	110 [as of 2005]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 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 the assessed or calculated scour condition. [8]
Operating rating:	9.8 tons [8.9 metric tons]
Inventory rating:	7.8 tons [7.1 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	17.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$550,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	110 [as of 1997]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Fair [5 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:	20.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$240,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	60 [as of 1988]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Fair [5 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:	22.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$240,000

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