U.S. 60 over CANEY RIVER (Route: 60)
Num:181210000000000x
Open: no restriction [A]
Built: 1971, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 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: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 86.9 m = 285.1 ft
Main Spans: 3 at 34.7 m = 113.9 ft
Approach Spans: 0
Skew: 14
Width, Roadway: 16.2 m = 53.2 ft (4 Lanes) and Out-To-Out: 18.3 m = 60.0 ft for a 20.7 m = 67.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00145]: Washington County [147], Oklahoma [40]
Owned by State Highway Agency [01], DOT District: 8
2.1 MI E OSAGE C/L

Condition
Deck: Excellent [9]
Superstructure: Excellent [9]
Substructure: Satisfactory [6]
Loading
Design: HL93 [A]
Operating: 49.3 metric ton = 54.2 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 38 metric ton = 41.8 tons (Load and Resistance Factor(LRFR) [3])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Better than present minimum criteria [7]
Waterway: Somewhat better than minimum adequacy to tolerate being left in place as is [5] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: August 1999 [899] 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 km = 0.6 mi
Traffic
ADT: 18800 (2019) and Trucks: 7%
Future ADT: 30080 (In 2039 )

E0188 (COMANCHE AV over CANEY RIVER (Route: 0)
Num:13520000000000x
Posted for load [P]
Built: 1923, Reconstructed: N/A [0000]
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Deck [11]
Approach Span(s): Concrete [1] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 96.6 m = 316.9 ft
Main Spans: 1 at 42.4 m = 139.1 ft
Approach Spans: 4
Skew: 0
Width, Roadway: 7.3 m = 24.0 ft (1 Lanes) and Out-To-Out: 8.2 m = 26.9 ft for a 6.7 m = 22.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00145]: Washington County [147], Oklahoma [40]
Owned by City or Municipal Highway Agency [04], DOT District: 8
COMANCHE AVE

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: M 18 / H 20 [4]
Operating: 27.3 metric ton = 30.0 tons (Load Factor(LF) [1])
Inventory: 18.7 metric ton = 20.6 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: January 2020 [0120] 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: 0.1 km = 0.1 mi
Traffic
ADT: 750 (2019) and Trucks: 5%
Future ADT: 1200 (In 2039 )

FAU 6110 (FRANK PH over CANEY RIVER (Route: 6110)
Num:211250000000000x
Open: no restriction [A]
Built: 1980, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 137.2 m = 450.2 ft
Main Spans: 5 at 30.5 m = 100.1 ft
Approach Spans: 0
Skew: 50
Width, Roadway: 17.1 m = 56.1 ft (4 Lanes) and Out-To-Out: 20.4 m = 66.9 ft for a 17.1 m = 56.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00145]: Washington County [147], Oklahoma [40]
Owned by City or Municipal Highway Agency [04], DOT District: 8
2.4 MI E OSAGE C/L

Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 59.1 metric ton = 65.0 tons (Load Factor(LF) [1])
Inventory: 35.2 metric ton = 38.7 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: January 1999 [199] 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: 0.8 km = 0.5 mi
Traffic
ADT: 20700 (2019) and Trucks: 7%
Future ADT: 33120 (In 2039 )