Bridge Statistics for Loyal, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 72ft / 22.0mTotal length
- $5,049,000Total costs
- 4,276Total average daily traffic
- 617Total average daily truck traffic
- 6,842Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Loyal
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 21960-1969
- 21970-1979
- 21980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 14.3%Very good
- 14.3%Good
- 57.1%Satisfactory
- 14.3%Poor
- Bridge Condition - Superstructure
- 28.6%Very good
- 28.6%Good
- 42.9%Satisfactory
- Bridge Condition - Substructure
- 14.3%Very good
- 28.6%Good
- 57.1%Satisfactory
- Bridge Condition - Channel
- 18.2%Very good
- 18.2%Good
- 45.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 3608, Location: 2.38 NE JCT US-70 (Lat: 34.112192, Lng: -96.740928), Route carried "on" structure: State highway 99, Year Built: 1932, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.829, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Good, 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, Waterway Adequacy: Better than 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: January 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Structure Number: 3608, Location: 2.38 NE JCT US-70 (Lat: 34.112192, Lng: -96.740928), Route carried "on" structure: State highway 99, Year Built: 1932, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.829, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Good, 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, Waterway Adequacy: Better than 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: January 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 13818, Location: .1S .2W OF LOYAL (Lat: 35.970919, Lng: -98.121900), Route carried "on" structure: County highway E0720, Year Built: 1957, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 706 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,130 (year 2040), Design Load: HS 20, Features Intersected: COOPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.723, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $194,000, Total Project Cost: $565,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13818, Location: .1S .2W OF LOYAL (Lat: 35.970919, Lng: -98.121900), Route carried "on" structure: County highway E0720, Year Built: 1957, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 706 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,130 (year 2040), Design Load: HS 20, Features Intersected: COOPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.723, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $194,000, Total Project Cost: $565,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16214, Location: .1W .7S OF LOYAL (Lat: 35.959481, Lng: -98.121203), Route carried "on" structure: County highway N2740, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.388, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: June 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
Structure Number: 16214, Location: .1W .7S OF LOYAL (Lat: 35.959481, Lng: -98.121203), Route carried "on" structure: County highway N2740, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.388, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: 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: 16215, Location: .1W 1.6S OF LOYAL (Lat: 35.946850, Lng: -98.121194), Route carried "on" structure: County highway N2740, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.940, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: June 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
Structure Number: 16215, Location: .1W 1.6S OF LOYAL (Lat: 35.946850, Lng: -98.121194), Route carried "on" structure: County highway N2740, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.940, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: 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: 18469, Location: .1W .1S OF LOYAL (Lat: 35.970081, Lng: -98.121225), Route carried "on" structure: County highway N2740, Year Built: 1973, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 560 (year 2040), Design Load: H 20, Features Intersected: COOPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.352, 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: 20.9m (68.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $145,000, Total Project Cost: $419,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18469, Location: .1W .1S OF LOYAL (Lat: 35.970081, Lng: -98.121225), Route carried "on" structure: County highway N2740, Year Built: 1973, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 560 (year 2040), Design Load: H 20, Features Intersected: COOPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.352, 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: 20.9m (68.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $145,000, Total Project Cost: $419,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19455, Location: 1/2 BLK W OF INDIANA AVE (Lat: 35.519442, Lng: -97.543067), Route carried "on" structure: City street E1032, Year Built: 1978, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 20, Features Intersected: DEEP FORK CREEK, Facility Carried by Structure: MATTERN DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $194,000, Total Project Cost: $563,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19455, Location: 1/2 BLK W OF INDIANA AVE (Lat: 35.519442, Lng: -97.543067), Route carried "on" structure: City street E1032, Year Built: 1978, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 20, Features Intersected: DEEP FORK CREEK, Facility Carried by Structure: MATTERN DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $194,000, Total Project Cost: $563,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2011, Location: 3E .4 N OF LOYAL (Lat: 35.977428, Lng: -98.068144), Route carried "on" structure: County highway N2770, Year Built: 1982, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 56 (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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, 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: June 2020, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $108,000, Total Project Cost: $311,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2011, Location: 3E .4 N OF LOYAL (Lat: 35.977428, Lng: -98.068144), Route carried "on" structure: County highway N2770, Year Built: 1982, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 56 (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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, 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: June 2020, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $108,000, Total Project Cost: $311,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20198, Location: 1E 1.3S OF LOYAL (Lat: 35.950083, Lng: -98.103344), Route carried "on" structure: County highway N2750, Year Built: 1982, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2040), Design Load: H 20, Features Intersected: COOPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present 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: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $135,000, Total Project Cost: $390,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20198, Location: 1E 1.3S OF LOYAL (Lat: 35.950083, Lng: -98.103344), Route carried "on" structure: County highway N2750, Year Built: 1982, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2040), Design Load: H 20, Features Intersected: COOPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present 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: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $135,000, Total Project Cost: $390,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 24399, Location: .1S 1.9E 1.8S OF LOYAL (Lat: 35.945339, Lng: -98.085692), Route carried "on" structure: County highway N2760, Year Built: 1998, Status: Open, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 60 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 96 (year 2040), Design Load: HS 20, Features Intersected: COOPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, 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: 12.2m (40.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.26m (20.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $176,000, Total Project Cost: $511,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 24399, Location: .1S 1.9E 1.8S OF LOYAL (Lat: 35.945339, Lng: -98.085692), Route carried "on" structure: County highway N2760, Year Built: 1998, Status: Open, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 60 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 96 (year 2040), Design Load: HS 20, Features Intersected: COOPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, 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: 12.2m (40.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.26m (20.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $176,000, Total Project Cost: $511,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27315, Location: 2W .7N OF LOYAL (Lat: 35.982108, Lng: -98.156942), Route carried "on" structure: County highway N2720, Year Built: 2004, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: COOPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $336,000, Total Project Cost: $971,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27315, Location: 2W .7N OF LOYAL (Lat: 35.982108, Lng: -98.156942), Route carried "on" structure: County highway N2720, Year Built: 2004, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: COOPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $336,000, Total Project Cost: $971,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27316, Location: 2W .8N OF LOYAL (Lat: 35.982514, Lng: -98.156978), Route carried "on" structure: County highway N2720, Year Built: 2004, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: COOPER CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 3.4m (11.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
Structure Number: 27316, Location: 2W .8N OF LOYAL (Lat: 35.982514, Lng: -98.156978), Route carried "on" structure: County highway N2720, Year Built: 2004, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: COOPER CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 3.4m (11.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)