Bridge Type
Main Span(s): Steel [3] Culvert [19]
Approach Span(s): Other [00]
Deck: Other [9] with Wearing Surface: Gravel [8]
Bridge Dimensions
Length: 7.3 m = 24.0 ft
Main Spans: 2 at 2.4 m = 7.9 ft
Approach Spans: 0
Skew: 10
Width, Roadway: 5.6 m = 18.4 ft (1 Lanes) and Out-To-Out: 5.6 m = 18.4 ft for a 5.5 m = 18.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Richmond [61688]: Ray County [177], Missouri [29]
Owned by County Highway Agency [02], DOT District: 3
S 24 T 52 N R 28 W
Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design:
Operating: 41.4 metric ton = 45.5 tons (Load Factor(LF) [1])
Inventory: 24.3 metric ton = 26.7 tons (Load Factor(LF) [1])
Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present minimum criteria [6]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: May 1999 [599] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 55 (2019) and Trucks: 10%
Future ADT: 74 (In 2039
)
