BUECHTOR RD over TAVERN CR

Map 

Facts 

Name:	BUECHTOR RD over TAVERN CR
Structure number:	19495
Old structure number:	2220018 066 (from 1992 edition)
Location:	S 1 T 39 N R 13 W
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	141.1 ft. [43.0 m]
Total length:	141.1 ft. [43.0 m]
Roadway width between curbs:	12.1 ft. [3.7 m]
Deck width edge-to-edge:	13.5 ft. [4.1 m]
Vertical clearance above deck:	9.2 ft. [2.8 m]
Owner:	County Highway Agency [02]
Year built:	1910
Historic significance:	Bridge is eligible for the National Register of Historic Places [2]
Main span material:	Steel continuous [4]
Main span design:	Suspension [13]
Deck type:	Wood or Timber [8]
Wearing surface:	Wood or Timber [7]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	60 [as of 2009]
Truck traffic:	10% of total traffic
Deck condition:	Good [7 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 the assessed or calculated scour condition. [8]
Operating rating:	4.0 tons [3.6 metric tons]
Inventory rating:	3.0 tons [2.7 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	14.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$740,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	60 [as of 1999]
Truck traffic:	10% 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 the assessed or calculated scour condition. [8]
Operating rating:	4.0 tons [3.6 metric tons]
Inventory rating:	3.0 tons [2.7 metric tons]
Evaluation:	Structurally deficient [1]
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$288,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	100 [as of 1991]
Truck traffic:	10% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	4.0 tons [3.6 metric tons]
Inventory rating:	3.0 tons [2.7 metric tons]
Evaluation:	Structurally deficient [1]
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$286,000

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