Bridge Type
Main Span(s): Steel continuous [4] Movable - Swing [17]
Approach Span(s): Concrete continuous [2] Slab [01]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 316.4 m = 1038.1 ft
Main Spans: 2 at 28 m = 91.9 ft
Approach Spans: 30
Skew: 0
Width, Roadway: 6.4 m = 21.0 ft (2 Lanes) and Out-To-Out: 6.8 m = 22.3 ft for a 7 m = 23.0 ft approaching roadway.
Vertical Clearance: 4.04 m = 13.3 ft and Navigational Clearance: 1 m = 3.3 ft
Location
Unknown [00000]: Sacramento County [067], California [06]
Owned by County Highway Agency [02], DOT District: 3
2.0 MI EAST OF RIVER RD
Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design:
Operating: 23.7 metric ton = 26.1 tons (Load Factor(LF) [1])
Inventory: 14.3 metric ton = 15.7 tons (Load Factor(LF) [1])
Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and "Bridge with ""unknown"" foundation that has not been evaluated for scour. [U]"
Inspections
Date: April 1999 [499] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 2.7 km = 1.7 mi
Traffic
ADT: 4293 (2010) and Trucks: 10%
Future ADT: 9503 (In 2041
)
