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Bridge Statistics for Turley, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 318ft / 97.5mTotal length
  • $35,315,000Total costs
  • 148,450Total average daily traffic
  • 11,873Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Turley
  • No street view available for this location

New bridges in Turley, OK - historical statistics
  • New bridges - historical statistics
  • 11940-1949
  • 51970-1979
  • 61980-1989
  • 12010-2019
Average Bridge Daily Traffic in Turley, OK
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 44.4%Good
  • 44.4%Satisfactory
  • 11.1%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 22.2%Very good
  • 33.3%Good
  • 22.2%Satisfactory
  • 22.2%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 11.1%Very good
  • 33.3%Good
  • 55.6%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 37.5%Very good
  • 25.0%Good
  • 37.5%Satisfactory
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Structure Number: 9051,  Location: 10.9 MI S WASH. C/L (Lat: 36.276331,  Lng: -95.973728),  Route carried "on" structure: State highway 11,  Year Built: 1940,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,800 (year 2040),  Design Load: H 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.555,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 1813,  Location: 0.8 MI N 56 ST (Lat: 36.245333,  Lng: -95.937189),  Route carried "on" structure: US 75,  Year Built: 1971,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 16,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,240 (year 2040),  Design Load: HS 20,  Features Intersected: BIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.659,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.28m (40.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,575,000,  Roadway Improvement Cost: $2,599,000,  Total Project Cost: $4,411,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18135,  Location: 0.4 MI N 56 ST (Lat: 36.240467,  Lng: -95.943106),  Route carried "on" structure: US 75,  Year Built: 1971,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 16,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,240 (year 2040),  Design Load: HS 20,  Features Intersected: BIRD CREEK O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.218,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.99m (42.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,332,000,  Roadway Improvement Cost: $3,848,000,  Total Project Cost: $6,530,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18139,  Location: 0.6 MI N 56 ST (Lat: 36.242725,  Lng: -95.940492),  Route carried "on" structure: US 75,  Year Built: 1971,  Status: Open,  Structure Length: 14.49m (47.54ft),  Average Daily Traffic: 16,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,240 (year 2040),  Design Load: HS 20,  Features Intersected: BIRD CREEK O'FL & RD UND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.012,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 1,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 39.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.48m (47.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,857,000,  Roadway Improvement Cost: $3,065,000,  Total Project Cost: $5,201,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19062,  Location: 23.66 MI'S S. JCT I-40 (Lat: 35.101667,  Lng: -95.889167),  Route carried "on" structure: County highway 6118,  Year Built: 1975,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: H 15,  Features Intersected: IND. NATION TP UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.801,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $618,000,  Roadway Improvement Cost: $927,000,  Total Project Cost: $1,770,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22404,  Location: 7.3 MI N OF I-244 (Lat: 36.249444,  Lng: -95.931667),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: HS 20,  Features Intersected: U.S. 75 UNDER,  Facility Carried by Structure: 66TH ST N.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.779,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.36m (33.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $825,000,  Roadway Improvement Cost: $1,362,000,  Total Project Cost: $2,311,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22406,  Location: 6.8 MI N OF I-244 (Lat: 36.245553,  Lng: -95.937456),  Route carried "on" structure: US 75,  Year Built: 1989,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 18,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,200 (year 2040),  Design Load: HS 20,  Features Intersected: BIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.659,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.43m (40.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,594,000,  Roadway Improvement Cost: $2,631,000,  Total Project Cost: $4,464,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22409,  Location: 6.3 MI N OF I-244 (Lat: 36.240653,  Lng: -95.943431),  Route carried "on" structure: US 75,  Year Built: 1989,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 18,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,200 (year 2040),  Design Load: HS 20,  Features Intersected: BIRD CREEK O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.218,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.23m (43.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,697,000,  Roadway Improvement Cost: $2,800,000,  Total Project Cost: $4,751,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22411,  Location: 6.5 MI N OF I-244 (Lat: 36.242942,  Lng: -95.940750),  Route carried "on" structure: US 75,  Year Built: 1989,  Status: Open,  Structure Length: 14.58m (47.83ft),  Average Daily Traffic: 18,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,200 (year 2040),  Design Load: HS 20,  Features Intersected: BIRD CREEK O'FL & RD UND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.572,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.57m (47.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,869,000,  Roadway Improvement Cost: $3,084,000,  Total Project Cost: $5,233,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30685,  Location: 11 S OF WASHINGTON C/L (Lat: 36.273611,  Lng: -95.973611),  Route carried "on" structure: State highway 11,  Year Built: 2016,  Status: Open,  Structure Length: 6.11m (20.05ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,760 (year 2040),  Design Load: HL 93,  Features Intersected: DELAWARE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.844,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18139,  Location: 0.6 MI N 56 ST (Lat: 36.242725,  Lng: -95.940492),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 15%,  Features Intersected: BIRD CREEK O'FL & RD UND,  Facility Carried by Structure: U.S. 75 NB
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 10.572,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.3m (50.2ft)

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Structure Number: 22404,  Location: 7.3 MI N OF I-244 (Lat: 36.249444,  Lng: -95.931667),  Route carried "under" structure: US 75,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 36,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: U.S. 75 UNDER,  Facility Carried by Structure: 66TH ST N.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 11.779,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 22411,  Location: 6.5 MI N OF I-244 (Lat: 36.242942,  Lng: -95.940750),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 15%,  Features Intersected: BIRD CREEK O'FL & RD UND,  Facility Carried by Structure: U.S. 75 SB
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 10.572,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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