EE RD. over UNNAMED STREAM

Map 

Facts 

Name:	EE RD. over UNNAMED STREAM
Structure number:	000330527803600
Location:	2.5S 2.8W OF LENORA
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	28.9 ft. [8.8 m]
Total length:	30.8 ft. [9.4 m]
Roadway width between curbs:	18.0 ft. [5.5 m]
Deck width edge-to-edge:	18.4 ft. [5.6 m]
Owner:	County Highway Agency [02]
Year built:	1930
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Wood or Timber [8]
Wearing surface:	Gravel [8]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	5 [as of 2004]
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Serious [3 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:	11.9 tons [10.8 metric tons]
Inventory rating:	6.9 tons [6.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	35.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$66,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	5 [as of 1995]
Deck condition:	Poor [4 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:	12.0 tons [10.9 metric tons]
Inventory rating:	7.0 tons [6.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	35.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$66,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	5 [as of 1983]
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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	5.0 tons [4.5 metric tons]
Inventory rating:	3.0 tons [2.7 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	35.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$66,000

Comments