Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Other [00]
Deck: Wood or Timber [8] with Wearing Surface: Wood or Timber [7]
Bridge Dimensions
Length: 36.9 m = 121.1 ft
Main Spans: 1 at 36 m = 118.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 3.6 m = 11.8 ft (1 Lanes) and Out-To-Out: 3.7 m = 12.1 ft for a 4.2 m = 13.8 ft approaching roadway.
Vertical Clearance: 3.71 m = 12.2 ft and Navigational Clearance: 0 = N/A
Location
Unknown [00000]: Miami County [121], Kansas [20]
Owned by County Highway Agency [02], DOT District: 4
1.5S 1.8W NEW LANCASTER
Condition
Deck: Satisfactory [6]
Superstructure: Poor [4]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 7 metric ton = 7.7 tons (Load Factor(LF) [1])
Inventory: 4.2 metric ton = 4.6 tons (Load Factor(LF) [1])
Appraisal
Structural: Basically intolerable requiring high priority of replacement [2]
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: Somewhat better than minimum adequacy to tolerate being left in place as is [5] 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: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 1.1 km = 0.7 mi
Traffic
ADT: 21 (2015) and Trucks: 0%
Future ADT: 38 (In 2039
)
