OLD SR 20 over BAKER RIVER

Map 

Facts 

Name:	OLD SR 20 over BAKER RIVER
Structure number:	085135000000000
Location:	0.1 N MAIN ST
Purpose:	Carries highway and pedestrian walkway over highway and waterway
Route classification:	Local (Urban) [19]
Length of largest span:	195.9 ft. [59.7 m]
Total length:	269.0 ft. [82.0 m]
Roadway width between curbs:	18.0 ft. [5.5 m]
Deck width edge-to-edge:	26.6 ft. [8.1 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1916
Year reconstructed:	2004
Historic significance:	Bridge is on the National Register of Historic Places [1]
Design load:	MS 18 / HS 20 [5]
Main span material:	Concrete [1]
Main span design:	Arch - Deck [11]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	120 [as of 2010]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	12.9 tons [11.7 metric tons]
Inventory rating:	7.9 tons [7.2 metric tons]
Sufficiency rating:	21.7
Estimated cost of work:	$95,000

2000 Inspection 

Status:	Open, posting recommended but not legally implemented [B]
Average daily traffic:	100 [as of 1992]
Truck traffic:	5% 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:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:	19.8 tons [18.0 metric tons]
Inventory rating:	11.9 tons [10.8 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	46.3
Recommended work:	Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:	$669,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	100 [as of 1977]
Truck traffic:	5% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	35.6 tons [32.4 metric tons]
Inventory rating:	18.8 tons [17.1 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	57.5
Recommended work:	Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:	$669,000

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