Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Other [00]
Deck: Corrugated Steel [6] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 31.7 m = 104.0 ft
Main Spans: 1 at 30.5 m = 100.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 5.3 m = 17.4 ft (1 Lanes) and Out-To-Out: 6.3 m = 20.7 ft for a 6.7 m = 22.0 ft approaching roadway.
Vertical Clearance: 4.01 m = 13.2 ft and Navigational Clearance: 0 = N/A
Location
Unknown [00000]: Stanislaus County [099], California [06]
Owned by County Highway Agency [02], DOT District: 10
1.8 MI S WARNERVILLE RD
Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design:
Operating: 19.1 metric ton = 21.0 tons (Load Factor(LF) [1])
Inventory: 11 metric ton = 12.1 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: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: September 1999 [999] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 3.5 km = 2.2 mi
Traffic
ADT: 123 (2017) and Trucks: 13%
Future ADT: 212 (In 2039
)
