Bridge Statistics for Redbird, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 69ft / 21.5mTotal length
- $4,009,000Total costs
- 26,680Total average daily traffic
- 5,421Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Redbird
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11950-1959
- 21960-1969
- 32000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- 12.5%Serious
- Bridge Condition - Superstructure
- 25.0%Very good
- 25.0%Good
- 37.5%Satisfactory
- 12.5%Serious
- Bridge Condition - Substructure
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 12.5%Poor
- 12.5%Serious
- Bridge Condition - Channel
- 22.2%Excellent
- 22.2%Very good
- 11.1%Good
- 44.4%Satisfactory
- Bridge Condition - Culverts
- 50.0%Excellent
- 50.0%Satisfactory
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Structure Number: 8682, Location: 3.0 N & 2.6 W OF PORTER (Lat: 35.915628, Lng: -95.565269), Route carried "on" structure: County highway E0760, Year Built: 1940, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 24 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Design Load: H 20, Features Intersected: GAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 7.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.58m (11.75ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $100,000, Total Project Cost: $290,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 8682, Location: 3.0 N & 2.6 W OF PORTER (Lat: 35.915628, Lng: -95.565269), Route carried "on" structure: County highway E0760, Year Built: 1940, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 24 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Design Load: H 20, Features Intersected: GAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 7.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.58m (11.75ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $100,000, Total Project Cost: $290,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 9765, Location: CITY PARK (Lat: 35.910456, Lng: -94.969553), Route carried "on" structure: City street E0764, Year Built: 1941, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: TOWN BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.83m (12.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $108,000, Total Project Cost: $311,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9765, Location: CITY PARK (Lat: 35.910456, Lng: -94.969553), Route carried "on" structure: City street E0764, Year Built: 1941, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: TOWN BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.83m (12.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $108,000, Total Project Cost: $311,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14243, Location: 8.3 MI SE JCT SH-72 (Lat: 35.871181, Lng: -95.597778), Route carried "on" structure: State highway 51B, Year Built: 1959, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,880 (year 2040), Design Load: HS 20, Features Intersected: YELLOW WATER CREEK, Facility Carried by Structure: S.H. 51 B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.479, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Structure Number: 14243, Location: 8.3 MI SE JCT SH-72 (Lat: 35.871181, Lng: -95.597778), Route carried "on" structure: State highway 51B, Year Built: 1959, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,880 (year 2040), Design Load: HS 20, Features Intersected: YELLOW WATER CREEK, Facility Carried by Structure: S.H. 51 B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.479, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 17245, Location: 16.34 MI'S SE JCT SH51 (Lat: 35.913844, Lng: -95.550414), Route carried "on" structure: County highway N4190, Year Built: 1968, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: H 15, Features Intersected: MUSKOGEE TP UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.227, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $549,000, Roadway Improvement Cost: $824,000, Total Project Cost: $1,575,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17245, Location: 16.34 MI'S SE JCT SH51 (Lat: 35.913844, Lng: -95.550414), Route carried "on" structure: County highway N4190, Year Built: 1968, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: H 15, Features Intersected: MUSKOGEE TP UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.227, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $549,000, Roadway Improvement Cost: $824,000, Total Project Cost: $1,575,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 26566, Location: 2S .5E OF JCT SH51B/SH104 (Lat: 35.842142, Lng: -95.597794), Route carried "on" structure: County highway E0810, Year Built: 2000, Status: Posted for load, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 336 (year 2040), Design Load: HS 20, Features Intersected: YELLOW WATER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $332,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 26566, Location: 2S .5E OF JCT SH51B/SH104 (Lat: 35.842142, Lng: -95.597794), Route carried "on" structure: County highway E0810, Year Built: 2000, Status: Posted for load, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 336 (year 2040), Design Load: HS 20, Features Intersected: YELLOW WATER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $332,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 26644, Location: 3S .5E SH51B/104 INT. (Lat: 35.827603, Lng: -95.598650), Route carried "on" structure: County highway E0820, Year Built: 2000, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20, Features Intersected: YELLOW WATER DITCH, Facility Carried by Structure: FAS 7333
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $150,000, Total Project Cost: $501,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 26644, Location: 3S .5E SH51B/104 INT. (Lat: 35.827603, Lng: -95.598650), Route carried "on" structure: County highway E0820, Year Built: 2000, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20, Features Intersected: YELLOW WATER DITCH, Facility Carried by Structure: FAS 7333
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $150,000, Total Project Cost: $501,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27345, Location: 1.8NE OF RED BIRD (Lat: 35.900953, Lng: -95.563444), Route carried "on" structure: County highway E0770, Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 285 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 456 (year 2040), Design Load: HS 20, Features Intersected: GAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 79.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $111,000, Total Project Cost: $356,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27345, Location: 1.8NE OF RED BIRD (Lat: 35.900953, Lng: -95.563444), Route carried "on" structure: County highway E0770, Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 285 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 456 (year 2040), Design Load: HS 20, Features Intersected: GAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 79.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $111,000, Total Project Cost: $356,000 ( 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: 30926, Location: 7.0 MI. E. US 75 (Lat: 34.535036, Lng: -96.094378), Route carried "on" structure: State highway 43, Year Built: 2021, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,210 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,790 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 18.229, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Excellent, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 30926, Location: 7.0 MI. E. US 75 (Lat: 34.535036, Lng: -96.094378), Route carried "on" structure: State highway 43, Year Built: 2021, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,210 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,790 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 18.229, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Excellent, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 30928, Location: 4.1E OF TULSA C/L (Lat: 35.930092, Lng: -95.687133), Route carried "on" structure: County highway E0750, Year Built: 2016, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 911 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,457 (year 2040), Design Load: HS 20+Mod, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Internally Sealed
Structure Number: 30928, Location: 4.1E OF TULSA C/L (Lat: 35.930092, Lng: -95.687133), Route carried "on" structure: County highway E0750, Year Built: 2016, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 911 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,457 (year 2040), Design Load: HS 20+Mod, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Internally Sealed
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Structure Number: 31085, Location: 2N .6W OF SH51B/104 INT (Lat: 35.900833, Lng: -95.616667), Route carried "on" structure: County highway E0770, Year Built: 2013, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 70 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 112 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31085, Location: 2N .6W OF SH51B/104 INT (Lat: 35.900833, Lng: -95.616667), Route carried "on" structure: County highway E0770, Year Built: 2013, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 70 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 112 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17245, Location: 16.34 MI'S SE JCT SH51 (Lat: 35.913844, Lng: -95.550414), Route carried "under" structure: Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 16,800 (year 2020), Truck Traffic: 25%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4190
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 26.227, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 17245, Location: 16.34 MI'S SE JCT SH51 (Lat: 35.913844, Lng: -95.550414), Route carried "under" structure: Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 16,800 (year 2020), Truck Traffic: 25%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4190
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 26.227, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)