1800 RD Mile 21 over VERDIGRIS RIVER (Route: 2089)
Num:630680x
Posted for load [P]
Built: 1926, Reconstructed: N/A [0000]
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Thru [12]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 89.6 m = 294.0 ft
Main Spans: 3 at 37.8 m = 124.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 6.1 m = 20.0 ft (2 Lanes) and Out-To-Out: 7.4 m = 24.3 ft for a 5.9 m = 19.4 ft approaching roadway.
Vertical Clearance: 4.6 m = 15.1 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00000]: Montgomery County [125], Kansas [20]
Owned by County Highway Agency [02], DOT District: 4
0.4E OF COFFEYVILLE

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design:
Operating: 24.9 metric ton = 27.4 tons (Load Factor(LF) [1])
Inventory: 15.1 metric ton = 16.6 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: Equal to present minimum criteria [6]
Waterway: Equal to present desirable criteria [8] and Countermeasures have been installed to mitigate an existing problem with scour. [7]
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: 0.5 km = 0.3 mi
Traffic
ADT: 1000 (2014) and Trucks: 3%
Future ADT: 774 (In 2039 )

1800 RD Mile 21 over OVERFLOW VERDIGRIS RIVER (Route: 2089)
Num:630690x
Open: no restriction [A]
Built: 1926, Reconstructed: N/A [0000]
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Tee beam [04]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 70.6 m = 231.6 ft
Main Spans: 7 at 9.1 m = 29.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 5.8 m = 19.0 ft (2 Lanes) and Out-To-Out: 6.7 m = 22.0 ft for a 9.1 m = 29.9 ft approaching roadway.
Vertical Clearance: 30.47 m = 100.0 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00000]: Montgomery County [125], Kansas [20]
Owned by County Highway Agency [02], DOT District: 4
0.6E OF COFFEYVILLE

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Poor [4]
Loading
Design:
Operating: 24.3 metric ton = 26.7 tons (No rating analysis or evaluation performed [5])
Inventory: 18 metric ton = 19.8 tons (No rating analysis or evaluation performed [5])

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 desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Countermeasures have been installed to mitigate an existing problem with scour. [7]
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: 0.5 km = 0.3 mi
Traffic
ADT: 645 (2010) and Trucks: 4%
Future ADT: 774 (In 2039 )

5300 RD Mile 4 over PUMPKIN CREEK (Route: 458)
Num:630040x
Posted for load [P]
Built: 1976, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 68.6 m = 225.1 ft
Main Spans: 3 at 26.2 m = 86.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 8.5 m = 27.9 ft (2 Lanes) and Out-To-Out: 9.1 m = 29.9 ft for a 8.5 m = 27.9 ft approaching roadway.
Vertical Clearance: 30.47 m = 100.0 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00000]: Montgomery County [125], Kansas [20]
Owned by County Highway Agency [02], DOT District: 4
0.5E OF COFFEYVILLE

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 32.4 metric ton = 35.6 tons (No rating analysis or evaluation performed [5])
Inventory: 24.3 metric ton = 26.7 tons (No rating analysis or evaluation performed [5])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Inspections
Date: May 1999 [599] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 540 (2010) and Trucks: 5%
Future ADT: 648 (In 2039 )