Bridge Statistics for Big Cabin, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 61920-1929
- 11930-1939
- 11940-1949
- 141950-1959
- 41970-1979
- 271980-1989
- 51990-1999
- 72000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 31960-1969
- 01970-1979
- 41980-1989
- Bridge Condition - Deck
- 2.6%Very good
- 25.6%Good
- 51.3%Satisfactory
- 15.4%Fair
- 5.1%Poor
- Bridge Condition - Superstructure
- 12.8%Very good
- 17.9%Good
- 48.7%Satisfactory
- 15.4%Fair
- 2.6%Poor
- 2.6%Serious
- Bridge Condition - Substructure
- 2.6%Excellent
- 15.4%Good
- 48.7%Satisfactory
- 20.5%Fair
- 12.8%Poor
- Bridge Condition - Channel
- 2.0%Excellent
- 16.3%Very good
- 22.4%Good
- 30.6%Satisfactory
- 24.5%Fair
- 4.1%Poor
- Bridge Condition - Culverts
- 10.0%Very good
- 50.0%Good
- 40.0%Satisfactory
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Structure Number: 185, Location: 1.9 E JCT SH-82 (Lat: 35.260686, Lng: -95.094736), Route carried "on" structure: State highway 9, Year Built: 1927, Year Reconstructed: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,760 (year 2040), Design Load: H 20, Features Intersected: QUICKSAND BR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.467, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Structure Number: 185, Location: 1.9 E JCT SH-82 (Lat: 35.260686, Lng: -95.094736), Route carried "on" structure: State highway 9, Year Built: 1927, Year Reconstructed: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,760 (year 2040), Design Load: H 20, Features Intersected: QUICKSAND BR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.467, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 1851, Location: 10.7 MI E GARVIN C/L (Lat: 34.781828, Lng: -96.748650), Route carried "on" structure: State highway 19, Year Built: 1927, Year Reconstructed: 1987, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,800 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,280 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Structure Number: 1851, Location: 10.7 MI E GARVIN C/L (Lat: 34.781828, Lng: -96.748650), Route carried "on" structure: State highway 19, Year Built: 1927, Year Reconstructed: 1987, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,800 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,280 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 1854, Location: 0.1 MI W CARTER C/L (Lat: 34.310817, Lng: -97.565306), Route carried "on" structure: State highway 53, Year Built: 1927, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 848 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.871, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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 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: 1.01m (3.31ft), 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)
Structure Number: 1854, Location: 0.1 MI W CARTER C/L (Lat: 34.310817, Lng: -97.565306), Route carried "on" structure: State highway 53, Year Built: 1927, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 848 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.871, 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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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 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: 1.01m (3.31ft), 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)
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Structure Number: 1857, Location: 6.0 MI N SH 51; 7.0W CL (Lat: 36.037667, Lng: -95.636656), Route carried "on" structure: County highway 7324, Year Built: 1991, Status: Posted for load, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 264 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 422 (year 2040), Design Load: HS 20, Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.654, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.83m (12.57ft), 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)
Structure Number: 1857, Location: 6.0 MI N SH 51; 7.0W CL (Lat: 36.037667, Lng: -95.636656), Route carried "on" structure: County highway 7324, Year Built: 1991, Status: Posted for load, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 264 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 422 (year 2040), Design Load: HS 20, Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.654, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.83m (12.57ft), 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)
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Structure Number: 1932, Location: .2N OF WASHINGTON (Lat: 35.063331, Lng: -97.485500), Route carried "on" structure: County highway N3095, Year Built: 1927, Year Reconstructed: 1941, Status: Closed, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,840 (year 2040), Design Load: H 15, Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Poor, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 8.56m (28.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $240,000, Total Project Cost: $680,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1932, Location: .2N OF WASHINGTON (Lat: 35.063331, Lng: -97.485500), Route carried "on" structure: County highway N3095, Year Built: 1927, Year Reconstructed: 1941, Status: Closed, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,840 (year 2040), Design Load: H 15, Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Poor, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 8.56m (28.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $240,000, Total Project Cost: $680,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2038, Location: 3 S & 3.1 W OF BUTNER (Lat: 35.217356, Lng: -96.513767), Route carried "on" structure: County highway E1240, Year Built: 1928, Year Reconstructed: 1973, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, 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: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $84,000, Total Project Cost: $241,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2038, Location: 3 S & 3.1 W OF BUTNER (Lat: 35.217356, Lng: -96.513767), Route carried "on" structure: County highway E1240, Year Built: 1928, Year Reconstructed: 1973, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, 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: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $84,000, Total Project Cost: $241,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 2039, Location: 2.7 W 1.2 N OF TUPELO (Lat: 34.626508, Lng: -96.469339), Route carried "on" structure: County highway D1638, Year Built: 1928, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.734, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.68m (12.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $103,000, Total Project Cost: $298,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2039, Location: 2.7 W 1.2 N OF TUPELO (Lat: 34.626508, Lng: -96.469339), Route carried "on" structure: County highway D1638, Year Built: 1928, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.734, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.68m (12.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $103,000, Total Project Cost: $298,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 645, Location: 4.6 MI N MAYES C/L (Lat: 36.574492, Lng: -95.220244), Route carried "on" structure: US 69, Year Built: 1938, Year Reconstructed: 1966, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,240 (year 2040), Design Load: H 20, Features Intersected: BILLINGSLIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.041, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.35m (14.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $680,000, Roadway Improvement Cost: $1,122,000, Total Project Cost: $1,903,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 645, Location: 4.6 MI N MAYES C/L (Lat: 36.574492, Lng: -95.220244), Route carried "on" structure: US 69, Year Built: 1938, Year Reconstructed: 1966, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,240 (year 2040), Design Load: H 20, Features Intersected: BILLINGSLIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.041, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.35m (14.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $680,000, Roadway Improvement Cost: $1,122,000, Total Project Cost: $1,903,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9936, Location: 0.5 MI W OF US 69 (Lat: 36.568447, Lng: -95.220775), Route carried "on" structure: County highway 1824C, Year Built: 1942, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $102,000, Total Project Cost: $294,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9936, Location: 0.5 MI W OF US 69 (Lat: 36.568447, Lng: -95.220775), Route carried "on" structure: County highway 1824C, Year Built: 1942, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $102,000, Total Project Cost: $294,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12801, Location: 4 MIN. & 1 MI. E. OF ADAI (Lat: 36.495925, Lng: -95.250983), Route carried "on" structure: County highway E0360, Year Built: 1952, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 5.28m (17.32ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2021, Other Special Inspection Date: March 2020, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $148,000, Total Project Cost: $430,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 12801, Location: 4 MIN. & 1 MI. E. OF ADAI (Lat: 36.495925, Lng: -95.250983), Route carried "on" structure: County highway E0360, Year Built: 1952, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 5.28m (17.32ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2021, Other Special Inspection Date: March 2020, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $148,000, Total Project Cost: $430,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 13762, Location: 35.79 MI.NE OF TP GATE (Lat: 36.501753, Lng: -95.280622), Route carried "on" structure: Interstate 44, Year Built: 1957, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.631, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.7m (81.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 39.3m (128.9ft), Out-to-Out Width: 39.9m (130.9ft)
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: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $150,000, Total Project Cost: $360,000 ( Estimate for 2015)
Structure Number: 13762, Location: 35.79 MI.NE OF TP GATE (Lat: 36.501753, Lng: -95.280622), Route carried "on" structure: Interstate 44, Year Built: 1957, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 24,000 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.631, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.7m (81.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 39.3m (128.9ft), Out-to-Out Width: 39.9m (130.9ft)
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: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $150,000, Total Project Cost: $360,000 ( Estimate for 2015)
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Structure Number: 13822, Location: 43.05 MI.NE OF TP GATE (Lat: 36.585719, Lng: -95.200833), Route carried "on" structure: Interstate 44, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 19,700 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 31,520 (year 2040), Design Load: HS 20, Features Intersected: WHITE OAK CREEK O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.618, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $887,000, Roadway Improvement Cost: $1,331,000, Total Project Cost: $2,533,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13822, Location: 43.05 MI.NE OF TP GATE (Lat: 36.585719, Lng: -95.200833), Route carried "on" structure: Interstate 44, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 19,700 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 31,520 (year 2040), Design Load: HS 20, Features Intersected: WHITE OAK CREEK O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.618, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $887,000, Roadway Improvement Cost: $1,331,000, Total Project Cost: $2,533,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13837, Location: 37.92 MI.NE OF TP.GATE (Lat: 36.523847, Lng: -95.254950), Route carried "on" structure: County highway E0340, Year Built: 1957, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: H 20, Features Intersected: WILL ROGERS TP I-44 UND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $590,000, Roadway Improvement Cost: $885,000, Total Project Cost: $1,690,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13837, Location: 37.92 MI.NE OF TP.GATE (Lat: 36.523847, Lng: -95.254950), Route carried "on" structure: County highway E0340, Year Built: 1957, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: H 20, Features Intersected: WILL ROGERS TP I-44 UND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $590,000, Roadway Improvement Cost: $885,000, Total Project Cost: $1,690,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13864, Location: 39.40 MI.NE OF TP GATE (Lat: 36.539650, Lng: -95.236867), Route carried "on" structure: County highway 1826C, Year Built: 1957, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: WILL ROGERS TP I-44 UND, Facility Carried by Structure: CO. RD. E033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.505, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $944,000, Total Project Cost: $1,802,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13864, Location: 39.40 MI.NE OF TP GATE (Lat: 36.539650, Lng: -95.236867), Route carried "on" structure: County highway 1826C, Year Built: 1957, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: WILL ROGERS TP I-44 UND, Facility Carried by Structure: CO. RD. E033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.505, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $944,000, Total Project Cost: $1,802,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13868, Location: 41.81 MI NE OF TP GATE (Lat: 36.568369, Lng: -95.212678), Route carried "on" structure: County highway 1824C, Year Built: 1957, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 15, Features Intersected: WILL ROGERS TP I-44 UND, Facility Carried by Structure: CO. RD. EW031
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.850, Lanes on structure: 2, Lanes under structure: 5, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $950,000, Total Project Cost: $1,813,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13868, Location: 41.81 MI NE OF TP GATE (Lat: 36.568369, Lng: -95.212678), Route carried "on" structure: County highway 1824C, Year Built: 1957, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 15, Features Intersected: WILL ROGERS TP I-44 UND, Facility Carried by Structure: CO. RD. EW031
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.850, Lanes on structure: 2, Lanes under structure: 5, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $950,000, Total Project Cost: $1,813,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1387, Location: 42.99 MI.NE OF TP GATE (Lat: 36.583056, Lng: -95.202675), Route carried "on" structure: Interstate 44, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 19,700 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 31,520 (year 2040), Design Load: HS 20, Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.298, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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 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: 8.10m (26.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,012,000, Roadway Improvement Cost: $1,518,000, Total Project Cost: $2,887,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1387, Location: 42.99 MI.NE OF TP GATE (Lat: 36.583056, Lng: -95.202675), Route carried "on" structure: Interstate 44, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 19,700 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 31,520 (year 2040), Design Load: HS 20, Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.298, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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 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: 8.10m (26.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,012,000, Roadway Improvement Cost: $1,518,000, Total Project Cost: $2,887,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13882, Location: 36.36 MI.NE OF TP GATE (Lat: 36.507117, Lng: -95.274119), Route carried "on" structure: County highway N4340, Year Built: 1957, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: H 15, Features Intersected: WILL ROGERS TP I-44 UND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.917, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $1,019,000, Total Project Cost: $1,943,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13882, Location: 36.36 MI.NE OF TP GATE (Lat: 36.507117, Lng: -95.274119), Route carried "on" structure: County highway N4340, Year Built: 1957, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: H 15, Features Intersected: WILL ROGERS TP I-44 UND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.917, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $679,000, Roadway Improvement Cost: $1,019,000, Total Project Cost: $1,943,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13921, Location: US 69 SB; @ JCT I-44 (Lat: 36.557269, Lng: -95.220361), Route carried "on" structure: US 69, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 4,350 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,960 (year 2040), Design Load: H 20, Features Intersected: WILL ROGERS TP I-44 UND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.011, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 16 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $773,000, Roadway Improvement Cost: $1,275,000, Total Project Cost: $2,164,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13921, Location: US 69 SB; @ JCT I-44 (Lat: 36.557269, Lng: -95.220361), Route carried "on" structure: US 69, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 4,350 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 6,960 (year 2040), Design Load: H 20, Features Intersected: WILL ROGERS TP I-44 UND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.011, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 16 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $773,000, Roadway Improvement Cost: $1,275,000, Total Project Cost: $2,164,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1855, Location: 5.89 E JCT SH 31A (Lat: 34.869347, Lng: -96.010844), Route carried "on" structure: State highway 31, Year Built: 1973, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 336 (year 2040), Design Load: HS 20, Features Intersected: HOMINY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.477, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.56m (28.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $1,155,000, Total Project Cost: $1,960,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1855, Location: 5.89 E JCT SH 31A (Lat: 34.869347, Lng: -96.010844), Route carried "on" structure: State highway 31, Year Built: 1973, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 336 (year 2040), Design Load: HS 20, Features Intersected: HOMINY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.477, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.56m (28.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $700,000, Roadway Improvement Cost: $1,155,000, Total Project Cost: $1,960,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1856, Location: 4E 1N 9.9E OF CLEAR LAKE (Lat: 36.703322, Lng: -100.023192), Route carried "on" structure: County highway 401, Year Built: 1973, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: KIOWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.00m (29.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $460,000, Roadway Improvement Cost: $253,000, Total Project Cost: $716,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1856, Location: 4E 1N 9.9E OF CLEAR LAKE (Lat: 36.703322, Lng: -100.023192), Route carried "on" structure: County highway 401, Year Built: 1973, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: KIOWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.00m (29.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $460,000, Roadway Improvement Cost: $253,000, Total Project Cost: $716,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1943, Location: 7800 S LEWIS (Lat: 36.049886, Lng: -95.957961), Route carried "on" structure: City street 8321, Year Built: 1978, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 11,234 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,974 (year 2040), Design Load: HS 20, Features Intersected: FRED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.0m (75.5ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.6 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, 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: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
Structure Number: 1943, Location: 7800 S LEWIS (Lat: 36.049886, Lng: -95.957961), Route carried "on" structure: City street 8321, Year Built: 1978, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 11,234 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,974 (year 2040), Design Load: HS 20, Features Intersected: FRED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.0m (75.5ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.6 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, 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: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 1944, Location: 0.3 MI N LEE BLVD (Lat: 34.597169, Lng: -98.409203), Route carried "on" structure: City street N2567, Year Built: 1978, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 220 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: NUMU CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, 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: 4, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, 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: Bituminous
Structure Number: 1944, Location: 0.3 MI N LEE BLVD (Lat: 34.597169, Lng: -98.409203), Route carried "on" structure: City street N2567, Year Built: 1978, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 220 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: NUMU CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, 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: 4, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, 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: Bituminous
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Structure Number: 20291, Location: 0.3 MI S JCT SH 51 (Lat: 36.112011, Lng: -97.051336), Route carried "on" structure: US 177, Year Built: 1982, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 14,700 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 23,520 (year 2040), Design Load: HS 20, Features Intersected: BOOMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.579, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.45m (24.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,624,000, Roadway Improvement Cost: $2,680,000, Total Project Cost: $4,548,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20291, Location: 0.3 MI S JCT SH 51 (Lat: 36.112011, Lng: -97.051336), Route carried "on" structure: US 177, Year Built: 1982, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 14,700 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 23,520 (year 2040), Design Load: HS 20, Features Intersected: BOOMER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.579, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.5 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.45m (24.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,624,000, Roadway Improvement Cost: $2,680,000, Total Project Cost: $4,548,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20292, Location: 0.4 MI W SH 81 (Lat: 34.086856, Lng: -97.970208), Route carried "on" structure: County highway 3422, Year Built: 1982, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 126 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 202 (year 2040), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: 3408C MAJOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.130, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 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: 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 minimum criteria, Length Of Structure Improvement: 7.72m (25.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $217,000, Total Project Cost: $612,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20292, Location: 0.4 MI W SH 81 (Lat: 34.086856, Lng: -97.970208), Route carried "on" structure: County highway 3422, Year Built: 1982, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 126 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 202 (year 2040), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: 3408C MAJOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.130, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.6 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: 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 minimum criteria, Length Of Structure Improvement: 7.72m (25.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $217,000, Total Project Cost: $612,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20293, Location: 1.0 MI S OF VINITA (Lat: 36.597797, Lng: -95.138778), Route carried "on" structure: County highway 1862C, Year Built: 1982, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 800 (year 2040), Features Intersected: LITTLE CABIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.15m (26.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $229,000, Total Project Cost: $646,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20293, Location: 1.0 MI S OF VINITA (Lat: 36.597797, Lng: -95.138778), Route carried "on" structure: County highway 1862C, Year Built: 1982, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 800 (year 2040), Features Intersected: LITTLE CABIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.15m (26.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $229,000, Total Project Cost: $646,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20295, Location: 6.7 NE SH56 (Lat: 35.674633, Lng: -96.068725), Route carried "on" structure: County highway 5646C, Year Built: 1982, Status: Open, Structure Length: 5.04m (16.54ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: DEEP FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.101, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.12m (26.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $228,000, Total Project Cost: $644,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20295, Location: 6.7 NE SH56 (Lat: 35.674633, Lng: -96.068725), Route carried "on" structure: County highway 5646C, Year Built: 1982, Status: Open, Structure Length: 5.04m (16.54ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: DEEP FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.101, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.12m (26.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $228,000, Total Project Cost: $644,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20298, Location: 2. S 1.3 W OF US 281-SH5 (Lat: 34.332944, Lng: -98.423233), Route carried "on" structure: County highway E1850, Year Built: 1982, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: WEST CACHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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 desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 8.15m (26.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $229,000, Total Project Cost: $646,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 20298, Location: 2. S 1.3 W OF US 281-SH5 (Lat: 34.332944, Lng: -98.423233), Route carried "on" structure: County highway E1850, Year Built: 1982, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: WEST CACHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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 desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 8.15m (26.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $229,000, Total Project Cost: $646,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 20299, Location: 1.8 MI E OF US 77 (Lat: 34.004631, Lng: -97.058556), Route carried "on" structure: County highway E2075, Year Built: 1982, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HICKORY 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), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 7.85m (25.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $221,000, Total Project Cost: $684,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20299, Location: 1.8 MI E OF US 77 (Lat: 34.004631, Lng: -97.058556), Route carried "on" structure: County highway E2075, Year Built: 1982, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HICKORY 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), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 7.85m (25.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $221,000, Total Project Cost: $684,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 203, Location: 5.2 MI NE OF CHILDERS (Lat: 36.785444, Lng: -95.469700), Route carried "on" structure: County highway 5316C, Year Built: 1982, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.742, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.12m (26.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $228,000, Total Project Cost: $644,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 203, Location: 5.2 MI NE OF CHILDERS (Lat: 36.785444, Lng: -95.469700), Route carried "on" structure: County highway 5316C, Year Built: 1982, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.742, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.12m (26.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $228,000, Total Project Cost: $644,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20303, Location: 8.53 N JCT US-69 BUS (Lat: 34.051111, Lng: -96.358056), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: U.S. 69 UNDER, Facility Carried by Structure: URY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.724, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.88m (29.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $723,000, Roadway Improvement Cost: $1,193,000, Total Project Cost: $2,024,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20303, Location: 8.53 N JCT US-69 BUS (Lat: 34.051111, Lng: -96.358056), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: U.S. 69 UNDER, Facility Carried by Structure: URY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.724, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.88m (29.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $723,000, Roadway Improvement Cost: $1,193,000, Total Project Cost: $2,024,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20305, Location: 2.5 MI N JCT US 70 (Lat: 34.209167, Lng: -98.330833), Route carried "on" structure: State highway 5B, Year Built: 1982, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20, Features Intersected: WEST CACHE CREEK, Facility Carried by Structure: S.H. 5 B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $1,240,000, Total Project Cost: $2,105,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20305, Location: 2.5 MI N JCT US 70 (Lat: 34.209167, Lng: -98.330833), Route carried "on" structure: State highway 5B, Year Built: 1982, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20, Features Intersected: WEST CACHE CREEK, Facility Carried by Structure: S.H. 5 B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.30m (30.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $1,240,000, Total Project Cost: $2,105,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2031, Location: AT JCT US 412 & SH 88 (Lat: 36.169039, Lng: -95.520817), Route carried "on" structure: US 412, Year Built: 1982, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 8,150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 13,040 (year 2040), Design Load: HS 20, Features Intersected: S.H. 88 & U.P. R.R. UND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.372, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.03m (29.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,621,000, Roadway Improvement Cost: $2,674,000, Total Project Cost: $4,538,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 2031, Location: AT JCT US 412 & SH 88 (Lat: 36.169039, Lng: -95.520817), Route carried "on" structure: US 412, Year Built: 1982, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 8,150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 13,040 (year 2040), Design Load: HS 20, Features Intersected: S.H. 88 & U.P. R.R. UND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.372, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.03m (29.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,621,000, Roadway Improvement Cost: $2,674,000, Total Project Cost: $4,538,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 20352, Location: 3.7W OF ACHILLE (Lat: 33.834153, Lng: -96.448553), Route carried "on" structure: County highway N3690, Year Built: 1983, Status: Open, Structure Length: 0.64m (2.10ft), 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: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Very 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.72m (8.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
Structure Number: 20352, Location: 3.7W OF ACHILLE (Lat: 33.834153, Lng: -96.448553), Route carried "on" structure: County highway N3690, Year Built: 1983, Status: Open, Structure Length: 0.64m (2.10ft), 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: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Very 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.72m (8.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 20358, Location: 2.1 MI E OF HILLSDALE (Lat: 36.564489, Lng: -97.951653), Route carried "on" structure: County highway E0310, Year Built: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County 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: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 20358, Location: 2.1 MI E OF HILLSDALE (Lat: 36.564489, Lng: -97.951653), Route carried "on" structure: County highway E0310, Year Built: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County 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: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 20361, Location: 1S 2.4W OF COVINGTON (Lat: 36.289286, Lng: -97.627469), Route carried "on" structure: County highway E0500, Year Built: 1983, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2040), Design Load: H 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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $82,000, Total Project Cost: $236,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 20361, Location: 1S 2.4W OF COVINGTON (Lat: 36.289286, Lng: -97.627469), Route carried "on" structure: County highway E0500, Year Built: 1983, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2040), Design Load: H 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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $82,000, Total Project Cost: $236,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 20362, Location: 6S 2.9E OF COVINGTON (Lat: 36.217383, Lng: -97.533364), Route carried "on" structure: County highway E0550, Year Built: 1983, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: 4-D CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to 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: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $82,000, Total Project Cost: $236,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 20362, Location: 6S 2.9E OF COVINGTON (Lat: 36.217383, Lng: -97.533364), Route carried "on" structure: County highway E0550, Year Built: 1983, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: 4-D CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to 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: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $82,000, Total Project Cost: $236,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 20364, Location: 2.2 E OF ROSS (Lat: 35.593722, Lng: -96.962831), Route carried "on" structure: County highway E0980, Year Built: 1983, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: KICKAPOO 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Poor, 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum 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: May 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 20364, Location: 2.2 E OF ROSS (Lat: 35.593722, Lng: -96.962831), Route carried "on" structure: County highway E0980, Year Built: 1983, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: KICKAPOO 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Poor, 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum 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: May 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 20367, Location: 1.N .3 W OF ELBA (Lat: 35.927247, Lng: -96.663400), Route carried "on" structure: County highway 4102C, Year Built: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.824, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, 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: Bituminous
Structure Number: 20367, Location: 1.N .3 W OF ELBA (Lat: 35.927247, Lng: -96.663400), Route carried "on" structure: County highway 4102C, Year Built: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.824, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, 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: Bituminous
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Structure Number: 20368, Location: 2.9 N & .3 E OF STONEWALL (Lat: 34.694581, Lng: -96.522636), Route carried "on" structure: County highway 6230C, Year Built: 1983, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 20, Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.459, Lanes on structure: 2, Owner: County 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: 3.0m (9.8ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20368, Location: 2.9 N & .3 E OF STONEWALL (Lat: 34.694581, Lng: -96.522636), Route carried "on" structure: County highway 6230C, Year Built: 1983, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 20, Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.459, Lanes on structure: 2, Owner: County 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: 3.0m (9.8ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015), Wearing Surface/Protective System: Wearing Surface: Bituminous