Bridge Statistics for Broken Arrow, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 179Number of bridges
- 1,280ft / 390mTotal length
- $119,340,000Total costs
- 1,602,742Total average daily traffic
- 129,159Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Broken Arrow
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 51940-1949
- 51950-1959
- 181960-1969
- 181970-1979
- 181980-1989
- 211990-1999
- 722000-2009
- 182010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 21980-1989
- 31990-1999
- 32000-2009
- Bridge Condition - Deck
- 6.0%Very good
- 58.2%Good
- 19.4%Satisfactory
- 13.4%Fair
- 3.0%Poor
- Bridge Condition - Superstructure
- 52.9%Very good
- 16.2%Good
- 13.2%Satisfactory
- 11.8%Fair
- 4.4%Poor
- 1.5%Serious
- Bridge Condition - Substructure
- 13.2%Very good
- 54.4%Good
- 11.8%Satisfactory
- 16.2%Fair
- 4.4%Poor
- Bridge Condition - Channel
- 11.5%Excellent
- 12.5%Very good
- 26.9%Good
- 22.1%Satisfactory
- 26.0%Fair
- 1.0%Poor
- Bridge Condition - Culverts
- 1.5%Excellent
- 13.2%Very good
- 54.4%Good
- 26.5%Satisfactory
- 1.5%Fair
- 2.9%Serious
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Structure Number: 30734, Location: .1E OF OLIVE ST. (Lat: 36.054142, Lng: -95.830633), Route carried "on" structure: City street E0665, Year Built: 1985, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIB., Facility Carried by Structure: W. COLLEGE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
Structure Number: 30734, Location: .1E OF OLIVE ST. (Lat: 36.054142, Lng: -95.830633), Route carried "on" structure: City street E0665, Year Built: 1985, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIB., Facility Carried by Structure: W. COLLEGE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
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Structure Number: 30735, Location: .15E OF GARNETT ROAD (Lat: 36.055917, Lng: -95.848042), Route carried "on" structure: City street E0664, Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIB., Facility Carried by Structure: ELGIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
Structure Number: 30735, Location: .15E OF GARNETT ROAD (Lat: 36.055917, Lng: -95.848042), Route carried "on" structure: City street E0664, Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIB., Facility Carried by Structure: ELGIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
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Structure Number: 30736, Location: .4N OF NEW ORLEANS ST. (Lat: 36.022781, Lng: -95.804497), Route carried "on" structure: City street N4046, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIB, Facility Carried by Structure: S. LIONS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 1.2m (3.9ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
Structure Number: 30736, Location: .4N OF NEW ORLEANS ST. (Lat: 36.022781, Lng: -95.804497), Route carried "on" structure: City street N4046, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIB, Facility Carried by Structure: S. LIONS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 1.2m (3.9ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
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Structure Number: 30737, Location: .4N OF NEW ORLEANS ST. (Lat: 36.022778, Lng: -95.805556), Route carried "on" structure: City street N4045, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIB., Facility Carried by Structure: S. MAPLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), 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: 1.2m (3.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
Structure Number: 30737, Location: .4N OF NEW ORLEANS ST. (Lat: 36.022778, Lng: -95.805556), Route carried "on" structure: City street N4045, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIB., Facility Carried by Structure: S. MAPLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), 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: 1.2m (3.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
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Structure Number: 30738, Location: .5N OF NEW ORLEANS (Lat: 36.024253, Lng: -95.815231), Route carried "on" structure: City street N4040, Year Built: 1990, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 17,444 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIB., Facility Carried by Structure: ASPEN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
Structure Number: 30738, Location: .5N OF NEW ORLEANS (Lat: 36.024253, Lng: -95.815231), Route carried "on" structure: City street N4040, Year Built: 1990, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 17,444 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIB., Facility Carried by Structure: ASPEN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
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Structure Number: 3074, Location: .25E OF N. ELM PLACE (Lat: 36.040222, Lng: -95.793111), Route carried "on" structure: City street N4052, Year Built: 2012, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIB., Facility Carried by Structure: S. ASH PL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3074, Location: .25E OF N. ELM PLACE (Lat: 36.040222, Lng: -95.793111), Route carried "on" structure: City street N4052, Year Built: 2012, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIB., Facility Carried by Structure: S. ASH PL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30741, Location: .1N OF JASPER ST. (Lat: 35.976219, Lng: -95.822222), Route carried "on" structure: City street N4036, Year Built: 2011, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: ARKANSAS RIVER TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.259, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), 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: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
Structure Number: 30741, Location: .1N OF JASPER ST. (Lat: 35.976219, Lng: -95.822222), Route carried "on" structure: City street N4036, Year Built: 2011, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: ARKANSAS RIVER TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.259, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), 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: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
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Structure Number: 30742, Location: .1E OF ASPEN AVE (Lat: 36.002844, Lng: -95.814372), Route carried "on" structure: City street E0700, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,598 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: ARKANSAS RIVER TRIB., Facility Carried by Structure: W FLORENCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.8m (9.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
Structure Number: 30742, Location: .1E OF ASPEN AVE (Lat: 36.002844, Lng: -95.814372), Route carried "on" structure: City street E0700, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,598 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: ARKANSAS RIVER TRIB., Facility Carried by Structure: W FLORENCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.8m (9.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
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Structure Number: 30743, Location: .5E OF ONETA ROAD (Lat: 36.050258, Lng: -95.698428), Route carried "on" structure: City street E0667, Year Built: 1999, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: ADAMS CREEK TRIB., Facility Carried by Structure: FOREST RIDGE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30743, Location: .5E OF ONETA ROAD (Lat: 36.050258, Lng: -95.698428), Route carried "on" structure: City street E0667, Year Built: 1999, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: ADAMS CREEK TRIB., Facility Carried by Structure: FOREST RIDGE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30744, Location: .25E OF ONETA ROAD (Lat: 36.047444, Lng: -95.703789), Route carried "on" structure: City street E0669, Year Built: 1985, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: ADAMS CREEK TRIB., Facility Carried by Structure: FOREST RIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal 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: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2021, Total Project Cost: $225,000
Structure Number: 30744, Location: .25E OF ONETA ROAD (Lat: 36.047444, Lng: -95.703789), Route carried "on" structure: City street E0669, Year Built: 1985, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: ADAMS CREEK TRIB., Facility Carried by Structure: FOREST RIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal 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: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Febuary 2021, Total Project Cost: $225,000
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Structure Number: 30745, Location: .5E OF LYNN LANE (Lat: 36.064600, Lng: -95.771342), Route carried "on" structure: City street E0657, Year Built: 2011, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: ADAMS CREEK TRIB, Facility Carried by Structure: HILLSIDE DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
Structure Number: 30745, Location: .5E OF LYNN LANE (Lat: 36.064600, Lng: -95.771342), Route carried "on" structure: City street E0657, Year Built: 2011, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: ADAMS CREEK TRIB, Facility Carried by Structure: HILLSIDE DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
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Structure Number: 30937, Location: .2S OF S.H. 20 (Lat: 36.018036, Lng: -95.742639), Route carried "on" structure: City street D0690, Year Built: 2013, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
Structure Number: 30937, Location: .2S OF S.H. 20 (Lat: 36.018036, Lng: -95.742639), Route carried "on" structure: City street D0690, Year Built: 2013, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000
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Structure Number: 31327, Location: 3.73 SE JCT S.H. 51 (Lat: 36.032292, Lng: -95.707778), Route carried "on" structure: County highway N4100, Year Built: 2014, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HL 93, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: ONETA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31327, Location: 3.73 SE JCT S.H. 51 (Lat: 36.032292, Lng: -95.707778), Route carried "on" structure: County highway N4100, Year Built: 2014, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HL 93, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: ONETA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, 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: 31351, Location: .5E OF TUL CL ON 151 ST. (Lat: 35.944722, Lng: -95.752778), Route carried "on" structure: County highway E0740, Year Built: 2014, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 24 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Culverts: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2020, Total Project Cost: $225,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31351, Location: .5E OF TUL CL ON 151 ST. (Lat: 35.944722, Lng: -95.752778), Route carried "on" structure: County highway E0740, Year Built: 2014, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 24 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Culverts: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2020, Total Project Cost: $225,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 3139, Location: .1E OF N OLIVE AVE (Lat: 36.023806, Lng: -95.832028), Route carried "on" structure: City street E0685, Year Built: 2014, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20, Features Intersected: E. BRANCH OF HAIKEY CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal 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: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3139, Location: .1E OF N OLIVE AVE (Lat: 36.023806, Lng: -95.832028), Route carried "on" structure: City street E0685, Year Built: 2014, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20, Features Intersected: E. BRANCH OF HAIKEY CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal 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: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31395, Location: .4E OF GARNETT RD (Lat: 36.031767, Lng: -95.846342), Route carried "on" structure: City street E0680, Year Built: 2003, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20,134 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 32,214 (year 2040), Design Load: HS 20, Features Intersected: MID HAIKEY CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31395, Location: .4E OF GARNETT RD (Lat: 36.031767, Lng: -95.846342), Route carried "on" structure: City street E0680, Year Built: 2003, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20,134 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 32,214 (year 2040), Design Load: HS 20, Features Intersected: MID HAIKEY CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31396, Location: .5N OF NEW ORLEANS ST (Lat: 36.024778, Lng: -95.735861), Route carried "on" structure: City street E0687, Year Built: 2013, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20, Features Intersected: BROKEN ARROW CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31396, Location: .5N OF NEW ORLEANS ST (Lat: 36.024778, Lng: -95.735861), Route carried "on" structure: City street E0687, Year Built: 2013, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20, Features Intersected: BROKEN ARROW CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $225,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3225, Location: .1S of E 101ST ST S. (Lat: 36.015636, Lng: -95.583006), Route carried "on" structure: County highway N4170, Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: COAL CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.259, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3225, Location: .1S of E 101ST ST S. (Lat: 36.015636, Lng: -95.583006), Route carried "on" structure: County highway N4170, Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: COAL CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.259, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32851, Location: 2.5 E OF ASPEN AVE (Lat: 36.040194, Lng: -95.810806), Route carried "on" structure: City street N4042, Year Built: 2019, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIBUTARY, Facility Carried by Structure: POPLAR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.036, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 32851, Location: 2.5 E OF ASPEN AVE (Lat: 36.040194, Lng: -95.810806), Route carried "on" structure: City street N4042, Year Built: 2019, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HAIKEY CREEK TRIBUTARY, Facility Carried by Structure: POPLAR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.036, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 32912, Location: .5 MI E OF 23RD ST (Lat: 36.075467, Lng: -95.753442), Route carried "on" structure: County highway E0650, Year Built: 2021, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 3,672 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,875 (year 2040), Design Load: HL 93, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.296, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 32912, Location: .5 MI E OF 23RD ST (Lat: 36.075467, Lng: -95.753442), Route carried "on" structure: County highway E0650, Year Built: 2021, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 3,672 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,875 (year 2040), Design Load: HL 93, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.296, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: CEPSWTOKNEWTGRA, Location: 7 mi S/O Inola, OK (Lat: 36.072767, Lng: -95.529533), Route carried "on" structure: County highway N4200, Year Built: 1966, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 60 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 100 (year 2041), Design Load: H 20, Features Intersected: Inola Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.9m (42.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.64m (25.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $770,000, Total Project Cost: $770,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: CEPSWTOKNEWTGRA, Location: 7 mi S/O Inola, OK (Lat: 36.072767, Lng: -95.529533), Route carried "on" structure: County highway N4200, Year Built: 1966, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 60 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 100 (year 2041), Design Load: H 20, Features Intersected: Inola Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.9m (42.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.64m (25.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $770,000, Total Project Cost: $770,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1727, Location: 1.53 MI'S SE JCT SH 51 (Lat: 36.047358, Lng: -95.743919), Route carried "under" structure: Ramp Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4080
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 0.901, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 1727, Location: 1.53 MI'S SE JCT SH 51 (Lat: 36.047358, Lng: -95.743919), Route carried "under" structure: Ramp Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4080
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 0.901, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 1727, Location: 1.53 MI'S SE JCT SH 51 (Lat: 36.047358, Lng: -95.743919), Route carried "under" structure: Ramp Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4080
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.901, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 1727, Location: 1.53 MI'S SE JCT SH 51 (Lat: 36.047358, Lng: -95.743919), Route carried "under" structure: Ramp Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4080
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.901, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 1727, Location: 1.53 MI'S SE JCT SH 51 (Lat: 36.047358, Lng: -95.743919), Route carried "under" structure: Ramp Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4080
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.901, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 1727, Location: 1.53 MI'S SE JCT SH 51 (Lat: 36.047358, Lng: -95.743919), Route carried "under" structure: Ramp Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4080
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.901, Lanes on structure: 2, Lanes under structure: 1, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 1727, Location: 1.53 MI'S SE JCT SH 51 (Lat: 36.047358, Lng: -95.743919), Route carried "under" structure: Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4080
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.901, 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: 39.6m (129.9ft)
Structure Number: 1727, Location: 1.53 MI'S SE JCT SH 51 (Lat: 36.047358, Lng: -95.743919), Route carried "under" structure: Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4080
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.901, 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: 39.6m (129.9ft)
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Structure Number: 17273, Location: 2.53 MI'S SE JCT SH 51 (Lat: 36.041419, Lng: -95.726053), Route carried "under" structure: Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4090
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 3.701, 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: 24.1m (79.1ft)
Structure Number: 17273, Location: 2.53 MI'S SE JCT SH 51 (Lat: 36.041419, Lng: -95.726053), Route carried "under" structure: Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4090
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 3.701, 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: 24.1m (79.1ft)
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Structure Number: 17275, Location: 4.88 MI'S SE JCT SH 51 (Lat: 36.023778, Lng: -95.689989), Route carried "under" structure: Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4110
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 7.562, 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: 24.4m (80.1ft)
Structure Number: 17275, Location: 4.88 MI'S SE JCT SH 51 (Lat: 36.023778, Lng: -95.689989), Route carried "under" structure: Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CO. RD. N4110
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 7.562, 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: 24.4m (80.1ft)
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Structure Number: 18318, Location: 0.4 MI E TULSA C/L (Lat: 36.050750, Lng: -95.753147), Route carried "under" structure: Other road , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2020), Truck Traffic: 7%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: S.H. 51 NB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, 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: 27.7m (90.9ft)
Structure Number: 18318, Location: 0.4 MI E TULSA C/L (Lat: 36.050750, Lng: -95.753147), Route carried "under" structure: Other road , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2020), Truck Traffic: 7%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: S.H. 51 NB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, 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: 27.7m (90.9ft)
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Structure Number: 18341, Location: WAGONER C/L (Lat: 36.055278, Lng: -95.761944), Route carried "under" structure: State highway 51, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 41,600 (year 2020), Truck Traffic: 8%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: 193RD E AVE.
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 22.767, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 18341, Location: WAGONER C/L (Lat: 36.055278, Lng: -95.761944), Route carried "under" structure: State highway 51, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 41,600 (year 2020), Truck Traffic: 8%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: 193RD E AVE.
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 22.767, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 24777, Location: 5 MI E US-169 (Lat: 36.064444, Lng: -95.779722), Route carried "under" structure: State highway 51, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 69,200 (year 2020), Truck Traffic: 8%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: LYNN LN.
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 20.917, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 24777, Location: 5 MI E US-169 (Lat: 36.064444, Lng: -95.779722), Route carried "under" structure: State highway 51, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 69,200 (year 2020), Truck Traffic: 8%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: LYNN LN.
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 20.917, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 24778, Location: 5.6 MI E US-169 (Lat: 36.061111, Lng: -95.770000), Route carried "under" structure: State highway 51, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 69,200 (year 2020), Truck Traffic: 8%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: E. 71ST ST.
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 21.882, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 24778, Location: 5.6 MI E US-169 (Lat: 36.061111, Lng: -95.770000), Route carried "under" structure: State highway 51, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 69,200 (year 2020), Truck Traffic: 8%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: E. 71ST ST.
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 21.882, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: 24809, Location: 3.9 MI E US-169 (Lat: 36.070833, Lng: -95.797500), Route carried "under" structure: State highway 51, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 69,200 (year 2020), Truck Traffic: 8%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: S 161ST ST.( ELM )
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 19.307, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
Structure Number: 24809, Location: 3.9 MI E US-169 (Lat: 36.070833, Lng: -95.797500), Route carried "under" structure: State highway 51, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 69,200 (year 2020), Truck Traffic: 8%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: S 161ST ST.( ELM )
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 19.307, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft)
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Structure Number: 2481, Location: 3.2 MI E US-169 (Lat: 36.075556, Lng: -95.808611), Route carried "under" structure: State highway 51, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 79,500 (year 2020), Truck Traffic: 8%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: E. 61ST ST.
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 18.021, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.6m (175.9ft)
Structure Number: 2481, Location: 3.2 MI E US-169 (Lat: 36.075556, Lng: -95.808611), Route carried "under" structure: State highway 51, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 79,500 (year 2020), Truck Traffic: 8%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: E. 61ST ST.
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 18.021, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.6m (175.9ft)
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Structure Number: 25976, Location: 15.83 (Lat: 36.002764, Lng: -95.840358), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 8%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: E. 111TH ST. S.
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 4.442, Lanes on structure: 4, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft)
Structure Number: 25976, Location: 15.83 (Lat: 36.002764, Lng: -95.840358), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 8%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: E. 111TH ST. S.
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 4.442, Lanes on structure: 4, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft)
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Structure Number: 25977, Location: 16.81 (Lat: 35.997719, Lng: -95.833258), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 18,500 (year 2020), Truck Traffic: 8%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: S. 129TH E. AVE.
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 4.505, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 25977, Location: 16.81 (Lat: 35.997719, Lng: -95.833258), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 18,500 (year 2020), Truck Traffic: 8%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: S. 129TH E. AVE.
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 4.505, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
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Structure Number: 25978, Location: 17.51 (Lat: 35.992575, Lng: -95.815389), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: S. 145TH E. AVE.
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 6.275, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 25978, Location: 17.51 (Lat: 35.992575, Lng: -95.815389), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: S. 145TH E. AVE.
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 6.275, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 25979, Location: 18.51 (Lat: 35.993625, Lng: -95.797542), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 18,500 (year 2020), Truck Traffic: 8%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: S. 161ST E. AVE.
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 7.884, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 25979, Location: 18.51 (Lat: 35.993625, Lng: -95.797542), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 18,500 (year 2020), Truck Traffic: 8%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: S. 161ST E. AVE.
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 7.884, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 2598, Location: 19.54 (Lat: 35.990883, Lng: -95.779586), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2020), Truck Traffic: 8%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: S. 177TH E. AVE.
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 9.494, 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: 34.4m (112.9ft)
Structure Number: 2598, Location: 19.54 (Lat: 35.990883, Lng: -95.779586), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2020), Truck Traffic: 8%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: S. 177TH E. AVE.
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 9.494, 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: 34.4m (112.9ft)
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Structure Number: 25982, Location: 20;57N (Lat: 35.993678, Lng: -95.761947), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: S. 193RD E. AVE. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 25982, Location: 20;57N (Lat: 35.993678, Lng: -95.761947), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: S. 193RD E. AVE. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 25983, Location: 20.57S (Lat: 35.993367, Lng: -95.761947), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: S. 193RD E. AVE. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 25983, Location: 20.57S (Lat: 35.993367, Lng: -95.761947), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: S. 193RD E. AVE. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 25984, Location: 21.71 (Lat: 36.002831, Lng: -95.748256), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 12,900 (year 2020), Truck Traffic: 8%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: E. 111TH. ST. S.
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.819, 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: 24.2m (79.4ft)
Structure Number: 25984, Location: 21.71 (Lat: 36.002831, Lng: -95.748256), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 12,900 (year 2020), Truck Traffic: 8%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: E. 111TH. ST. S.
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.819, 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: 24.2m (79.4ft)
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Structure Number: 25989, Location: 23.13S (Lat: 36.017172, Lng: -95.746650), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 101ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 4.987, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 25989, Location: 23.13S (Lat: 36.017172, Lng: -95.746650), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 101ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 4.987, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 2599, Location: 23.13N (Lat: 36.017172, Lng: -95.746153), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 101 ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 4.987, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 2599, Location: 23.13N (Lat: 36.017172, Lng: -95.746153), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 101 ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 4.987, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 25993, Location: 23.76N (Lat: 36.031742, Lng: -95.743111), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 91ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 6.597, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 25993, Location: 23.76N (Lat: 36.031742, Lng: -95.743111), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 91ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 6.597, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 25994, Location: 23.76S (Lat: 36.031731, Lng: -95.742681), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 91ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 6.597, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 25994, Location: 23.76S (Lat: 36.031731, Lng: -95.742681), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 91ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 6.597, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 25995, Location: 24.79S (Lat: 36.046081, Lng: -95.739842), Route carried "under" structure: Ramp Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 25995, Location: 24.79S (Lat: 36.046081, Lng: -95.739842), Route carried "under" structure: Ramp Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 25995, Location: 24.79S (Lat: 36.046081, Lng: -95.739842), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 9,900 (year 2020), Truck Traffic: 16%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 25995, Location: 24.79S (Lat: 36.046081, Lng: -95.739842), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 9,900 (year 2020), Truck Traffic: 16%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 25995, Location: 24.79S (Lat: 36.046081, Lng: -95.739842), Route carried "under" structure: Ramp Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 25995, Location: 24.79S (Lat: 36.046081, Lng: -95.739842), Route carried "under" structure: Ramp Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 25996, Location: 24.79N (Lat: 36.045864, Lng: -95.739186), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 9,890 (year 2020), Truck Traffic: 16%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.2m (125.3ft)
Structure Number: 25996, Location: 24.79N (Lat: 36.045864, Lng: -95.739186), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 9,890 (year 2020), Truck Traffic: 16%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.2m (125.3ft)
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Structure Number: 25996, Location: 24.79N (Lat: 36.045864, Lng: -95.739186), Route carried "under" structure: Ramp Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.2m (125.3ft)
Structure Number: 25996, Location: 24.79N (Lat: 36.045864, Lng: -95.739186), Route carried "under" structure: Ramp Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.2m (125.3ft)
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Structure Number: 25996, Location: 24.79N (Lat: 36.045864, Lng: -95.739186), Route carried "under" structure: Ramp Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.2m (125.3ft)
Structure Number: 25996, Location: 24.79N (Lat: 36.045864, Lng: -95.739186), Route carried "under" structure: Ramp Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.2m (125.3ft)
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Structure Number: 25997, Location: 25.12 (Lat: 36.050961, Lng: -95.738961), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 16%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: E. 81ST ST. S.
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.531, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.2m (112.2ft)
Structure Number: 25997, Location: 25.12 (Lat: 36.050961, Lng: -95.738961), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 16%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: E. 81ST ST. S.
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.531, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.2m (112.2ft)
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Structure Number: 25997, Location: 25.12 (Lat: 36.050961, Lng: -95.738961), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 16%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: E. 81ST ST. S.
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.531, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.2m (112.2ft)
Structure Number: 25997, Location: 25.12 (Lat: 36.050961, Lng: -95.738961), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 16%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: E. 81ST ST. S.
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.531, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.2m (112.2ft)
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Structure Number: 25997, Location: 25.12 (Lat: 36.050961, Lng: -95.738961), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 10,200 (year 2020), Truck Traffic: 25%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: E. 81ST ST. S.
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.531, 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: 34.2m (112.2ft)
Structure Number: 25997, Location: 25.12 (Lat: 36.050961, Lng: -95.738961), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 10,200 (year 2020), Truck Traffic: 25%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: E. 81ST ST. S.
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.531, 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: 34.2m (112.2ft)
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Structure Number: 25998, Location: 25.79S (Lat: 36.060672, Lng: -95.739117), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 71ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 2.734, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 25998, Location: 25.79S (Lat: 36.060672, Lng: -95.739117), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 71ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 2.734, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 25999, Location: 25.79N (Lat: 36.060672, Lng: -95.738639), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 71ST. ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 2.734, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 25999, Location: 25.79N (Lat: 36.060672, Lng: -95.738639), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 71ST. ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 2.734, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 26002, Location: 26.80S (Lat: 36.075231, Lng: -95.735822), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 61ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 4.505, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.7m (51.5ft)
Structure Number: 26002, Location: 26.80S (Lat: 36.075231, Lng: -95.735822), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 61ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 4.505, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.7m (51.5ft)
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Structure Number: 26003, Location: 26.80N (Lat: 36.075231, Lng: -95.735431), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 61ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 4.505, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.7m (51.5ft)
Structure Number: 26003, Location: 26.80N (Lat: 36.075231, Lng: -95.735431), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 61ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 4.505, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.7m (51.5ft)
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Structure Number: 26004, Location: 27.58 (Lat: 36.081975, Lng: -95.726111), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 10,200 (year 2020), Truck Traffic: 25%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: 225TH E. AVE.
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 4.488, 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: 35.0m (114.8ft)
Structure Number: 26004, Location: 27.58 (Lat: 36.081975, Lng: -95.726111), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 10,200 (year 2020), Truck Traffic: 25%, Features Intersected: CREEK TP UNDER, Facility Carried by Structure: 225TH E. AVE.
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 4.488, 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: 35.0m (114.8ft)
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Structure Number: 26007, Location: 28.26 (Lat: 36.089850, Lng: -95.719622), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 51ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 6.919, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 26007, Location: 28.26 (Lat: 36.089850, Lng: -95.719622), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 24 (year 2020), Truck Traffic: 5%, Features Intersected: E. 51ST ST. S. UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 6.919, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 26086, Location: 24.10S (Lat: 36.036111, Lng: -95.741031), Route carried "under" structure: State highway 51, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 15%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 2.816, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: 26086, Location: 24.10S (Lat: 36.036111, Lng: -95.741031), Route carried "under" structure: State highway 51, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 15%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 2.816, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
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Structure Number: 26087, Location: 24.10 N (Lat: 36.036406, Lng: -95.741358), Route carried "under" structure: State highway 51, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 21,000 (year 2020), Truck Traffic: 7%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 2.784, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: 26087, Location: 24.10 N (Lat: 36.036406, Lng: -95.741358), Route carried "under" structure: State highway 51, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 21,000 (year 2020), Truck Traffic: 7%, Features Intersected: S.H. 51 UNDER, Facility Carried by Structure: CREEK TP
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 2.784, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft)
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Structure Number: 27147, Location: 2.8 MI E US-169 (Lat: 36.079236, Lng: -95.815653), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Features Intersected: S. 145TH E. AVE. UNDER, Facility Carried by Structure: S.H. 51
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 17.220, Lanes on structure: 7, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 27147, Location: 2.8 MI E US-169 (Lat: 36.079236, Lng: -95.815653), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Features Intersected: S. 145TH E. AVE. UNDER, Facility Carried by Structure: S.H. 51
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 17.220, Lanes on structure: 7, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 31327, Location: 3.73 SE JCT S.H. 51 (Lat: 36.032292, Lng: -95.707778), Route carried "under" structure: Other road , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: ONETA RD.
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 5.633, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 31327, Location: 3.73 SE JCT S.H. 51 (Lat: 36.032292, Lng: -95.707778), Route carried "under" structure: Other road , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 19,800 (year 2020), Truck Traffic: 8%, Features Intersected: MUSKOGEE TP UNDER, Facility Carried by Structure: ONETA RD.
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 5.633, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)