Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]
Bridge Dimensions
Length: 37.2 m = 122.1 ft
Main Spans: 1 at 36.6 m = 120.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 5.5 m = 18.0 ft (2 Lanes) and Out-To-Out: 5.8 m = 19.0 ft for a 6.1 m = 20.0 ft approaching roadway.
Vertical Clearance: 4.08 m = 13.4 ft and Navigational Clearance: 0 = N/A
Location
Unknown [00000]: Rogers County [131], Oklahoma [40]
Owned by County Highway Agency [02], DOT District: 8
0.1 MI S OF SH 66
Condition
Deck: Fair [5]
Superstructure: Poor [4]
Substructure: Fair [5]
Loading
Design: M 9 / H 10 [1]
Operating: 28.2 metric ton = 31.0 tons (Allowable Stress(AS) [2])
Inventory: 11.3 metric ton = 12.4 tons (Allowable Stress(AS) [2])
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 minimum criteria [6]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: June 1999 [699] and Frequency: 24
Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 100 (2019) and Trucks: 10%
Future ADT: 160 (In 2039
)