Bridge Type
Main Span(s): Steel [3] Movable - Swing [17]
Approach Span(s): Concrete continuous [2] Slab [01]
Deck: Closed Grating [4] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 146.3 m = 480.0 ft
Main Spans: 1 at 62.2 m = 204.1 ft
Approach Spans: 16
Skew: 0
Width, Roadway: 6.1 m = 20.0 ft (2 Lanes) and Out-To-Out: 6.3 m = 20.7 ft for a 5.8 m = 19.0 ft approaching roadway.
Vertical Clearance: 4.47 m = 14.7 ft and Navigational Clearance: 1.2 m = 3.9 ft
Location
Unknown [00000]: San Joaquin County [077], California [06]
Owned by County Highway Agency [02], DOT District: 10
5 MI WEST OF I-5
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Fair [5]
Loading
Design:
Operating: 28.5 metric ton = 31.4 tons (Load Factor(LF) [1])
Inventory: 17.2 metric ton = 18.9 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 corrrective action [3]
Road Alignment: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: January 2020 [0120] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 19.9 km = 12.3 mi
Traffic
ADT: 958 (2013) and Trucks: 15%
Future ADT: 1095 (In 2042
)
