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TR 10-B over KING CREEK

Map 

Coordinates:
+41.38908, -89.83381
41°23'21" N, 89°50'02" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:TR 10-B over KING CREEK
Structure number:000006424101510
Location:W EDGE OF MINERAL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:68.9 ft. [21.0 m]
Total length:71.9 ft. [21.9 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1899
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:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

2010 Inspection 

Status:Posted for load [P]
Average daily traffic:50 [as of 2007]
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 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 assessed or calculated scour condition. [5]
Operating rating:14.9 tons [13.5 metric tons]
Inventory rating:9.9 tons [9.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:20.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$155,000

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:49 [as of 1997]
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 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 assessed or calculated scour condition. [5]
Operating rating:13.9 tons [12.6 metric tons]
Inventory rating:9.9 tons [9.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:20.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$155,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:49 [as of 1987]
Deck condition:Poor [4 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Poor [4 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:Scour calculation/evaluation has not been made. [6]
Operating rating:21.8 tons [19.8 metric tons]
Inventory rating:14.9 tons [13.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:27.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$171,000