LOCAL RD. 112 over BEAVER CREEK

Map 

Facts 

Name:	LOCAL RD. 112 over BEAVER CREEK
Structure number:	000530737804345
Location:	0.7S 2.3E OF LINCOLN
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	44.0 ft. [13.4 m]
Total length:	100.1 ft. [30.5 m]
Roadway width between curbs:	13.8 ft. [4.2 m]
Deck width edge-to-edge:	14.1 ft. [4.3 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:	Corrugated Steel [6]
Wearing surface:	Gravel [8]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	20 [as of 2002]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 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 the assessed or calculated scour condition. [8]
Operating rating:	5.0 tons [4.5 metric tons]
Inventory rating:	3.0 tons [2.7 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	19.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$160,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	20 [as of 1994]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 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 the assessed or calculated scour condition. [8]
Operating rating:	5.0 tons [4.5 metric tons]
Inventory rating:	3.0 tons [2.7 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	21.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$160,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	20 [as of 1990]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 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 the assessed or calculated scour condition. [8]
Operating rating:	4.0 tons [3.6 metric tons]
Inventory rating:	2.0 tons [1.8 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	21.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$160,000

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