COUNTY HIGHWAY over PEARL CREEK

Map 

Facts 

Name:	COUNTY HIGHWAY over PEARL CREEK
Structure number:	C001411313
Location:	5E 4.3N OF MAGNET
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	49.9 ft. [15.2 m]
Total length:	50.9 ft. [15.5 m]
Roadway width between curbs:	17.7 ft. [5.4 m]
Deck width edge-to-edge:	17.7 ft. [5.4 m]
Owner:	County Highway Agency [02]
Year built:	1913
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
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:	15 [as of 2003]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	9.9 tons [9.0 metric tons]
Inventory rating:	5.9 tons [5.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	38.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$121,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	15 [as of 1997]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 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:	7.9 tons [7.2 metric tons]
Inventory rating:	3.0 tons [2.7 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	30.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$121,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	15 [as of 1990]
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 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:	8.2 tons [7.5 metric tons]
Inventory rating:	3.7 tons [3.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	19.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$100,000

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