TOWNSHIP ROAD over STREAM

Map 

Facts 

Name:	TOWNSHIP ROAD over STREAM
Structure number:	C005401905P
Location:	8.1W .4S OF WINNETOON
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	70.9 ft. [21.6 m]
Total length:	71.9 ft. [21.9 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:	1946
Year reconstructed:	1965
Historic significance:	Bridge is eligible for the National Register of Historic Places [2]
Main span material:	Steel [3]
Main span design:	Truss - Deck [09]
Deck type:	Wood or Timber [8]
Wearing surface:	Wood or Timber [7]

2010 Inspection 

Status:	Bridge closed to all traffic [K]
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 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]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	29.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$237,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	15 [as of 1997]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 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:	8.9 tons [8.1 metric tons]
Inventory rating:	5.0 tons [4.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	37.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$173,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	15 [as of 1990]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	9.5 tons [8.6 metric tons]
Inventory rating:	5.0 tons [4.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	40.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$134,000

Comments