E0870 over CHECKER BOARD CREEK

Map 

Facts 

Name:	E0870 over CHECKER BOARD CREEK
Structure number:	022440000000000
Location:	3.9 E, 1.0 N SH16-CRK C/L
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	36.1 ft. [11.0 m]
Total length:	36.1 ft. [11.0 m]
Roadway width between curbs:	13.8 ft. [4.2 m]
Deck width edge-to-edge:	15.1 ft. [4.6 m]
Owner:	County Highway Agency [02]
Year built:	1929
Historic significance:	Historical significance is not determinable at this time [4]
Main span material:	Steel [3]
Main span design:	Truss - Thru [10]
Deck type:	Wood or Timber [8]
Wearing surface:	Gravel [8]

2010 Inspection 

Status:	Bridge closed to all traffic [K]
Average daily traffic:	100 [as of 2008]
Truck traffic:	10% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Serious [3 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	15.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$225,000

2000 Inspection 

Status:	Open, posting recommended but not legally implemented [B]
Average daily traffic:	100 [as of 1999]
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	3.0 tons [2.7 metric tons]
Inventory rating:	2.5 tons [2.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	19.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$184,000

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