Bridge Statistics for Canton, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 223ft / 68.5mTotal length
- $5,596,000Total costs
- 28,590Total average daily traffic
- 4,877Total average daily truck traffic
- 45,344Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Canton
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 11950-1959
- 11960-1969
- 51970-1979
- 21980-1989
- 11990-1999
- 12000-2009
- 42010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 40.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- 10.0%Poor
- Bridge Condition - Superstructure
- 20.0%Very good
- 60.0%Good
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 50.0%Very good
- 20.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 5.6%Excellent
- 22.2%Very good
- 38.9%Good
- 27.8%Satisfactory
- 5.6%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 37.5%Good
- 25.0%Satisfactory
- 12.5%Fair
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Structure Number: 1872, Location: 0.8 MI W JCT SH 89 (Lat: 34.310856, Lng: -97.610428), Route carried "on" structure: State highway 53, Year Built: 1927, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 880 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.719, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1872, Location: 0.8 MI W JCT SH 89 (Lat: 34.310856, Lng: -97.610428), Route carried "on" structure: State highway 53, Year Built: 1927, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 880 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.719, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12133, Location: 1.5 MI S S.H. 51 CANTON (Lat: 36.030875, Lng: -98.583156), Route carried "on" structure: State highway 58, Year Built: 1950, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 870 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,392 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.949, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Structure Number: 12133, Location: 1.5 MI S S.H. 51 CANTON (Lat: 36.030875, Lng: -98.583156), Route carried "on" structure: State highway 58, Year Built: 1950, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 870 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,392 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.949, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 14636, Location: .4E OF CANTON (Lat: 36.057778, Lng: -98.578333), Route carried "on" structure: County highway E0660, Year Built: 1960, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $89,000, Total Project Cost: $256,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14636, Location: .4E OF CANTON (Lat: 36.057778, Lng: -98.578333), Route carried "on" structure: County highway E0660, Year Built: 1960, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $89,000, Total Project Cost: $256,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18694, Location: 1.8 MI NE SH 51 (Lat: 35.926736, Lng: -94.929497), Route carried "on" structure: US 62, Year Built: 1974, Year Reconstructed: 1999, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 14,240 (year 2040), Design Load: HS 20, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.635, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $483,000, Total Project Cost: $820,000 ( Estimate for 2015)
Structure Number: 18694, Location: 1.8 MI NE SH 51 (Lat: 35.926736, Lng: -94.929497), Route carried "on" structure: US 62, Year Built: 1974, Year Reconstructed: 1999, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 14,240 (year 2040), Design Load: HS 20, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.635, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $483,000, Total Project Cost: $820,000 ( Estimate for 2015)
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Structure Number: 18844, Location: 150' W OF 10 ST. (Lat: 34.919403, Lng: -95.760594), Route carried "on" structure: City street E1446, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 20, Features Intersected: CREEK (CANAL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18844, Location: 150' W OF 10 ST. (Lat: 34.919403, Lng: -95.760594), Route carried "on" structure: City street E1446, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 20, Features Intersected: CREEK (CANAL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18851, Location: 5.5 MI W SILOAM SPRING (Lat: 36.176053, Lng: -94.666556), Route carried "on" structure: County highway E0580, Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: DRIPPING SPRINGS CREEK, Facility Carried by Structure: OLD HWY 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.72m (8.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18851, Location: 5.5 MI W SILOAM SPRING (Lat: 36.176053, Lng: -94.666556), Route carried "on" structure: County highway E0580, Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: DRIPPING SPRINGS CREEK, Facility Carried by Structure: OLD HWY 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.72m (8.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18858, Location: 11.07 NE JCT US-271 (Lat: 35.195269, Lng: -94.490961), Route carried "on" structure: State highway 112, Year Built: 1975, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 9,400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 15,040 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.812, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 74.1m (243.1ft), Out-to-Out Width: 74.7m (245.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $492,000, Total Project Cost: $834,000 ( Estimate for 2015)
Structure Number: 18858, Location: 11.07 NE JCT US-271 (Lat: 35.195269, Lng: -94.490961), Route carried "on" structure: State highway 112, Year Built: 1975, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 9,400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 15,040 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.812, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 74.1m (243.1ft), Out-to-Out Width: 74.7m (245.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $492,000, Total Project Cost: $834,000 ( Estimate for 2015)
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Structure Number: 18902, Location: .3N .5W OF DRUMMOND (Lat: 36.303744, Lng: -98.047781), Route carried "on" structure: County highway E0490, Year Built: 1975, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 80 (year 2040), Design Load: H 15, Features Intersected: DRY SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.148, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.28m (10.76ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $92,000, Total Project Cost: $265,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18902, Location: .3N .5W OF DRUMMOND (Lat: 36.303744, Lng: -98.047781), Route carried "on" structure: County highway E0490, Year Built: 1975, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 80 (year 2040), Design Load: H 15, Features Intersected: DRY SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.148, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.28m (10.76ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $92,000, Total Project Cost: $265,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21014, Location: 1 W .6S OF CANTON (Lat: 36.047500, Lng: -98.600833), Route carried "on" structure: County highway N2470, Year Built: 1985, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: MINNEHAHA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $145,000, Total Project Cost: $419,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21014, Location: 1 W .6S OF CANTON (Lat: 36.047500, Lng: -98.600833), Route carried "on" structure: County highway N2470, Year Built: 1985, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: MINNEHAHA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $145,000, Total Project Cost: $419,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21625, Location: 3. S .9 E OF CANTON (Lat: 36.014167, Lng: -98.566111), Route carried "on" structure: County highway 610C, Year Built: 1988, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 95 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 152 (year 2040), Design Load: HS 20, Features Intersected: N. CANADIAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.23m (20.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $175,000, Total Project Cost: $508,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21625, Location: 3. S .9 E OF CANTON (Lat: 36.014167, Lng: -98.566111), Route carried "on" structure: County highway 610C, Year Built: 1988, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 95 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 152 (year 2040), Design Load: HS 20, Features Intersected: N. CANADIAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.23m (20.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $175,000, Total Project Cost: $508,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 24803, Location: 2.S 2.8W OF CANTON (Lat: 36.029167, Lng: -98.633611), Route carried "on" structure: County highway E0680, Year Built: 1997, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 55.3 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: 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, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $128,000, Total Project Cost: $369,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 24803, Location: 2.S 2.8W OF CANTON (Lat: 36.029167, Lng: -98.633611), Route carried "on" structure: County highway E0680, Year Built: 1997, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 55.3 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: 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, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $128,000, Total Project Cost: $369,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 26212, Location: 2S OF CANTON (Lat: 36.028611, Lng: -98.587778), Route carried "on" structure: County highway E0680, Year Built: 2001, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 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: 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, Length Of Structure Improvement: 4.49m (14.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
Structure Number: 26212, Location: 2S OF CANTON (Lat: 36.028611, Lng: -98.587778), Route carried "on" structure: County highway E0680, Year Built: 2001, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 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: 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, Length Of Structure Improvement: 4.49m (14.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 29472, Location: 1S 1.2W S.H. 51 / S.H 58 (Lat: 36.043333, Lng: -98.606667), Route carried "on" structure: County highway E0670, Year Built: 2011, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: MINNEHAHA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 87.1 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: Better than present minimum 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 29472, Location: 1S 1.2W S.H. 51 / S.H 58 (Lat: 36.043333, Lng: -98.606667), Route carried "on" structure: County highway E0670, Year Built: 2011, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: MINNEHAHA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 87.1 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: Better than present minimum 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 31418, Location: 3.1 E DEWEY C/L (Lat: 36.053889, Lng: -98.582778), Route carried "on" structure: State highway 51, Year Built: 2019, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HL 93, Features Intersected: N. CANADIAN RIVER
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 7.897, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31418, Location: 3.1 E DEWEY C/L (Lat: 36.053889, Lng: -98.582778), Route carried "on" structure: State highway 51, Year Built: 2019, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HL 93, Features Intersected: N. CANADIAN RIVER
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 7.897, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 31419, Location: 3.5 E OF DEWEY C/L (Lat: 36.055556, Lng: -98.577778), Route carried "on" structure: State highway 51, Year Built: 2018, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HL 93, Features Intersected: N. CANADIAN RIVER O'FLOW
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 8.649, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 84.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 31419, Location: 3.5 E OF DEWEY C/L (Lat: 36.055556, Lng: -98.577778), Route carried "on" structure: State highway 51, Year Built: 2018, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HL 93, Features Intersected: N. CANADIAN RIVER O'FLOW
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 8.649, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 84.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 31739, Location: .1 S JCT S.H. 51 (Lat: 36.051667, Lng: -98.588056), Route carried "on" structure: State highway 58, Year Built: 2021, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: HL 93, Features Intersected: MINNEHAHA CREEK
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 37.573, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31739, Location: .1 S JCT S.H. 51 (Lat: 36.051667, Lng: -98.588056), Route carried "on" structure: State highway 58, Year Built: 2021, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: HL 93, Features Intersected: MINNEHAHA CREEK
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 37.573, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: CEPSWTOKCANAUXL, Location: 2.6 mi N/O Canton, OK (Lat: 36.079394, Lng: -98.604208), Route carried "on" structure: Alternate State highway 58A, Year Built: 2012, Status: Open, Structure Length: 16.47m (54.04ft), Average Daily Traffic: 700 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,250 (year 2037), Design Load: HL 93, Features Intersected: Canton L on Aux Channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.0 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: 44.1 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: March 2020, Underwater Inspection Date: October 2016, Bridge Improvement Cost: $11,000, Total Project Cost: $11,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: CEPSWTOKCANAUXL, Location: 2.6 mi N/O Canton, OK (Lat: 36.079394, Lng: -98.604208), Route carried "on" structure: Alternate State highway 58A, Year Built: 2012, Status: Open, Structure Length: 16.47m (54.04ft), Average Daily Traffic: 700 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,250 (year 2037), Design Load: HL 93, Features Intersected: Canton L on Aux Channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.0 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: 44.1 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: March 2020, Underwater Inspection Date: October 2016, Bridge Improvement Cost: $11,000, Total Project Cost: $11,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: CEPSWTOKCANTONL, Location: 2 MI N. CANTON, OKLAHOMA (Lat: 36.081706, Lng: -98.602350), Route carried "on" structure: Alternate State highway 58A, Year Built: 1948, Year Reconstructed: 2013, Status: Open, Structure Length: 23.96m (78.61ft), Average Daily Traffic: 700 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: H 20, Features Intersected: CANTON LAKE SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 16, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 21.7 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: 16.5 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.56m (110.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $1,000, Total Project Cost: $151,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: CEPSWTOKCANTONL, Location: 2 MI N. CANTON, OKLAHOMA (Lat: 36.081706, Lng: -98.602350), Route carried "on" structure: Alternate State highway 58A, Year Built: 1948, Year Reconstructed: 2013, Status: Open, Structure Length: 23.96m (78.61ft), Average Daily Traffic: 700 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: H 20, Features Intersected: CANTON LAKE SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 16, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 21.7 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: 16.5 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.56m (110.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $1,000, Total Project Cost: $151,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete