SPENCER CHURCH LN over SPENCER CR

Map 

Facts 

Name:	SPENCER CHURCH LN over SPENCER CR
Structure number:	19801
Old structure number:	2340012 087 (from 1992 edition)
Location:	S 10 T 53 N R 6 W
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	69.9 ft. [21.3 m]
Total length:	71.9 ft. [21.9 m]
Roadway width between curbs:	10.8 ft. [3.3 m]
Deck width edge-to-edge:	12.1 ft. [3.7 m]
Owner:	County Highway Agency [02]
Year built:	1920
Historic significance:	Historical significance is not determinable at this time [4]
Main span material:	Steel [3]
Main span design:	Truss - Thru [10]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	30 [as of 2008]
Truck traffic:	10% of total traffic
Deck condition:	Poor [4 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]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	7.9 tons [7.2 metric tons]
Inventory rating:	5.9 tons [5.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	16.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$326,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	20 [as of 1998]
Truck traffic:	10% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 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:	7.9 tons [7.2 metric tons]
Inventory rating:	5.9 tons [5.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	16.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$131,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	35 [as of 1989]
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:	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:	14.9 tons [13.5 metric tons]
Inventory rating:	9.9 tons [9.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	26.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$161,000

Comments