E1570 over BEAVER CREEK

Map 

Facts 

Name:	E1570 over BEAVER CREEK
Structure number:	000600000000000
Old structure number:	16E1570N2710001 (from 1992 edition)
Location:	1.1E&.8S OF JCT SH65&17
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	44.9 ft. [13.7 m]
Total length:	70.9 ft. [21.6 m]
Roadway width between curbs:	15.7 ft. [4.8 m]
Deck width edge-to-edge:	15.7 ft. [4.8 m]
Owner:	County Highway Agency [02]
Year built:	1906
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:	75 [as of 2008]
Truck traffic:	10% of total traffic
Deck condition:	Fair [5 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	22.8 tons [20.7 metric tons]
Inventory rating:	17.8 tons [16.2 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	37.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$225,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	75 [as of 1999]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Fair [5 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 the assessed or calculated scour condition. [8]
Operating rating:	12.9 tons [11.7 metric tons]
Inventory rating:	12.4 tons [11.3 metric tons]
Sufficiency rating:	41.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$256,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	75 [as of 1989]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Good [7 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	14.9 tons [13.5 metric tons]
Inventory rating:	11.1 tons [10.1 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	49.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$245,000

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