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


  • National Bridge Inventory (NBI) Statistics
  • 12Number of bridges
  • 52ft / 15.8mTotal length
  • $5,022,000Total costs
  • 49,475Total average daily traffic
  • 17,320Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Clearview
  • No street view available for this location

New bridges in Clearview, OK - historical statistics
  • New bridges - historical statistics
  • 31930-1939
  • 81960-1969
  • 12010-2019
Average Bridge Daily Traffic in Clearview, OK
Average Bridge Truck Traffic in Clearview, OK
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 20.0%Very good
  • 20.0%Good
  • 20.0%Satisfactory
  • 40.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 20.0%Very good
  • 20.0%Satisfactory
  • 40.0%Fair
  • 20.0%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 25.0%Very good
  • 25.0%Good
  • 25.0%Fair
  • 25.0%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Good
  • 66.7%Satisfactory
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Structure Number: 4957,  Location: 2.1 S 3.3 W PHAROAH (Lat: 35.389778,  Lng: -96.180414),  Route carried "on" structure: County highway 5456C,  Year Built: 1936,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 190 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 304 (year 2040),  Features Intersected: ALABAMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.259,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $387,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5084,  Location: .5 N OF CLEARVIEW (Lat: 35.414397,  Lng: -96.193714),  Route carried "on" structure: County highway 5456C,  Year Built: 1937,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 310 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 496 (year 2040),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.210,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.79m (9.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $143,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $225,000 ( Estimate for 2015),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6526,  Location: 4.S 6.2 W PHAROAH (Lat: 35.362561,  Lng: -96.233203),  Route carried "on" structure: County highway 5424C,  Year Built: 1938,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 160 (year 2040),  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.921,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.26m (20.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $511,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15643,  Location: 13.5 MI E SEMINOLE CO (Lat: 35.428467,  Lng: -96.211475),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 15,900 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 25,440 (year 2040),  Design Load: HS 20,  Features Intersected: CO. RD. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.786,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Culverts: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $402,000,  Total Project Cost: $682,000 ( Estimate for 2015)
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Structure Number: 15647,  Location: 15.5 MI E SEMINOLE CO (Lat: 35.429125,  Lng: -96.176328),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 8,100 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 12,960 (year 2040),  Design Load: HS 20,  Features Intersected: CO. RD. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.004,  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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Culverts: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 15648,  Location: 15.5 MI E SEMINOLE CO (Lat: 35.428236,  Lng: -96.176325),  Route carried "on" structure: Interstate 40,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 12,480 (year 2040),  Design Load: HS 20,  Features Intersected: CO. RD. UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.004,  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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Culverts: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 15829,  Location: 14.5 MI E SEMINOLE CO (Lat: 35.430083,  Lng: -96.193681),  Route carried "on" structure: County highway 5456C,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 1,075 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,720 (year 2040),  Design Load: HS 20,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: CLEAR VIEW INTERCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.395,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $1,137,000,  Total Project Cost: $1,929,000 ( 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: 30929,  Location: .3 S .4 W OF CLEARVIEW (Lat: 35.393611,  Lng: -96.193611),  Route carried "on" structure: County highway 5420C,  Year Built: 2013,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 160 (year 2040),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Inventory Rating: 64.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15643,  Location: 13.5 MI E SEMINOLE CO (Lat: 35.428467,  Lng: -96.211475),  Route carried "under" structure: County highway N3820,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Features Intersected: CO. RD. UNDER,  Facility Carried by Structure: I-40
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 21.786,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.1m (20.0ft)

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Structure Number: 15647,  Location: 15.5 MI E SEMINOLE CO (Lat: 35.429125,  Lng: -96.176328),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Features Intersected: CO. RD. UNDER,  Facility Carried by Structure: I-40
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 25.004,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.1m (20.0ft)

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Structure Number: 15648,  Location: 15.5 MI E SEMINOLE CO (Lat: 35.428236,  Lng: -96.176325),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Features Intersected: CO. RD. UNDER,  Facility Carried by Structure: I-40
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 25.004,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.1m (20.0ft)

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Structure Number: 15829,  Location: 14.5 MI E SEMINOLE CO (Lat: 35.430083,  Lng: -96.193681),  Route carried "under" structure: Interstate 40,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 15,600 (year 2020),  Truck Traffic: 36%,  Features Intersected: I-40 UNDER,  Facility Carried by Structure: CLEAR VIEW INTERCH
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 23.395,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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