WEST CAPITOL AVE over SACRAMENTO RIVER

Map 

Facts 

Name:	WEST CAPITOL AVE over SACRAMENTO RIVER
Structure number:	22 0021
Location:	03-YOL-275-13.07-WSAC
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:	209.0 ft. [63.7 m]
Total length:	737.9 ft. [224.9 m]
Roadway width between curbs:	51.8 ft. [15.8 m]
Deck width edge-to-edge:	68.6 ft. [20.9 m]
Vertical clearance above deck:	14.1 ft. [4.3 m]
Vertical clearance below bridge:	100.1 ft. [30.5 m]
Owner:	State Highway Agency [01]
Year built:	1934
Historic significance:	Bridge is on the National Register of Historic Places [1]
Design load:	MS 13.5 / HS 15 [3]
Main span material:	Steel [3]
Main span design:	Movable - Lift [15]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Other [9]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	15,000 [as of 2007]
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 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]
Pier/abutment protection:	In place and functioning [2]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	47.9 tons [43.5 metric tons]
Inventory rating:	31.9 tons [29.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	61.6
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$7,912,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	10,300 [as of 1998]
Truck traffic:	4% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 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]
Pier/abutment protection:	In place and functioning [2]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	47.9 tons [43.5 metric tons]
Inventory rating:	31.9 tons [29.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	61.2
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$8,461,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	11,200 [as of 1990]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 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]
Pier/abutment protection:	In place and functioning [2]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	47.5 tons [43.2 metric tons]
Inventory rating:	31.7 tons [28.8 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	64.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$2,640,000

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