Bridge Statistics for Howe, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 112ft / 33.8mTotal length
- $15,437,000Total costs
- 50,650Total average daily traffic
- 8,836Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Howe
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 71970-1979
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 40.0%Good
- 20.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Channel
- 12.5%Excellent
- 87.5%Good
- Bridge Condition - Culverts
- 40.0%Very good
- 20.0%Good
- 40.0%Satisfactory
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Structure Number: 12834, Location: 0.5 E; 0.5 N HOWE (Lat: 34.959414, Lng: -94.629622), Route carried "on" structure: County highway N4720, Year Built: 1952, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2040), Features Intersected: MORRIS 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: 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: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.68m (28.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $244,000, Total Project Cost: $690,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 12834, Location: 0.5 E; 0.5 N HOWE (Lat: 34.959414, Lng: -94.629622), Route carried "on" structure: County highway N4720, Year Built: 1952, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2040), Features Intersected: MORRIS 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: 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: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.68m (28.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $244,000, Total Project Cost: $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: 12936, Location: 5.95 SE JCT US-271 (Lat: 34.926417, Lng: -94.676114), Route carried "on" structure: US 270, Year Built: 1953, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,040 (year 2040), Design Load: HS 20, Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.574, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
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, 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: 1.04m (3.41ft), 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: 12936, Location: 5.95 SE JCT US-271 (Lat: 34.926417, Lng: -94.676114), Route carried "on" structure: US 270, Year Built: 1953, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,040 (year 2040), Design Load: HS 20, Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.574, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
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, 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: 1.04m (3.41ft), 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: 18479, Location: 1 MI S MARAMEC (Lat: 36.224906, Lng: -96.685006), Route carried "on" structure: US 412, Year Built: 1973, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 8,400 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,440 (year 2040), Design Load: H 20, Features Intersected: ABANDONED R.R. UNDER, Facility Carried by Structure: CIMARRON TP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.101, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 26.5m (86.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $572,000, Total Project Cost: $1,098,000 ( 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: 18479, Location: 1 MI S MARAMEC (Lat: 36.224906, Lng: -96.685006), Route carried "on" structure: US 412, Year Built: 1973, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 8,400 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,440 (year 2040), Design Load: H 20, Features Intersected: ABANDONED R.R. UNDER, Facility Carried by Structure: CIMARRON TP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.101, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 26.5m (86.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $572,000, Total Project Cost: $1,098,000 ( 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: 18974, Location: 3.35 N JCT US-270 (Lat: 34.930611, Lng: -94.627183), Route carried "on" structure: US 59, Year Built: 1975, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 7,900 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 12,640 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.390, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, 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), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.5 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: 1.40m (4.59ft), 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: 18974, Location: 3.35 N JCT US-270 (Lat: 34.930611, Lng: -94.627183), Route carried "on" structure: US 59, Year Built: 1975, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 7,900 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 12,640 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.390, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, 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), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.5 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: 1.40m (4.59ft), 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: 19161, Location: 4.09 N JCT US-270 (Lat: 34.944058, Lng: -94.628475), Route carried "on" structure: US 59, Year Built: 1976, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 7,900 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 12,640 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.581, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 73.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), 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: 19161, Location: 4.09 N JCT US-270 (Lat: 34.944058, Lng: -94.628475), Route carried "on" structure: US 59, Year Built: 1976, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 7,900 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 12,640 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.581, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 73.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), 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: 1923, Location: 5.83 N JCT US-270 (Lat: 34.967497, Lng: -94.637928), Route carried "on" structure: US 59, Year Built: 1976, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 8,100 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 12,960 (year 2040), Design Load: HS 20, Features Intersected: MORRIS CREEK O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.379, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.72m (25.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,113,000, Roadway Improvement Cost: $1,836,000, Total Project Cost: $3,115,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric
Structure Number: 1923, Location: 5.83 N JCT US-270 (Lat: 34.967497, Lng: -94.637928), Route carried "on" structure: US 59, Year Built: 1976, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 8,100 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 12,960 (year 2040), Design Load: HS 20, Features Intersected: MORRIS CREEK O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.379, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.72m (25.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,113,000, Roadway Improvement Cost: $1,836,000, Total Project Cost: $3,115,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric
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Structure Number: 19251, Location: 4.90 N JCT US-270 (Lat: 34.955611, Lng: -94.630064), Route carried "on" structure: US 59, Year Built: 1976, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 12,800 (year 2040), Design Load: HS 20, Features Intersected: RR/ N RAILROAD ST UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.884, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Fair, 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,197,000, Roadway Improvement Cost: $1,975,000, Total Project Cost: $3,351,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric
Structure Number: 19251, Location: 4.90 N JCT US-270 (Lat: 34.955611, Lng: -94.630064), Route carried "on" structure: US 59, Year Built: 1976, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 12,800 (year 2040), Design Load: HS 20, Features Intersected: RR/ N RAILROAD ST UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.884, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Fair, 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,197,000, Roadway Improvement Cost: $1,975,000, Total Project Cost: $3,351,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric
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Structure Number: 19252, Location: 5.76 N JCT US-270 (Lat: 34.964061, Lng: -94.636733), Route carried "on" structure: US 59, Year Built: 1976, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 8,100 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 12,960 (year 2040), Design Load: HS 20, Features Intersected: MORRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.268, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.95m (32.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,384,000, Roadway Improvement Cost: $2,284,000, Total Project Cost: $3,876,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric
Structure Number: 19252, Location: 5.76 N JCT US-270 (Lat: 34.964061, Lng: -94.636733), Route carried "on" structure: US 59, Year Built: 1976, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 8,100 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 12,960 (year 2040), Design Load: HS 20, Features Intersected: MORRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.268, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.95m (32.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,384,000, Roadway Improvement Cost: $2,284,000, Total Project Cost: $3,876,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric
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Structure Number: 24557, Location: 0.8 S; 0.5 W HOWE (Lat: 34.939728, Lng: -94.646139), Route carried "on" structure: County highway N4720, Year Built: 1994, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
Structure Number: 24557, Location: 0.8 S; 0.5 W HOWE (Lat: 34.939728, Lng: -94.646139), Route carried "on" structure: County highway N4720, Year Built: 1994, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 27939, Location: 0.5 N; 1.5 E HOWE (Lat: 34.958003, Lng: -94.611414), Route carried "on" structure: County highway N4730, 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), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, 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: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $600,000, Total Project Cost: $1,150,000 ( Estimate for 2015)
Structure Number: 27939, Location: 0.5 N; 1.5 E HOWE (Lat: 34.958003, Lng: -94.611414), Route carried "on" structure: County highway N4730, 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), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, 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: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $600,000, Total Project Cost: $1,150,000 ( Estimate for 2015)
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Structure Number: 19251, Location: 4.90 N JCT US-270 (Lat: 34.955611, Lng: -94.630064), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Truck Traffic: 5%, Features Intersected: RR/ N RAILROAD ST UNDER, Facility Carried by Structure: U.S. 59
Minimum Vertical Clearance: 8.53m (27.99ft), Kilometerpoint: 7.884, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 19251, Location: 4.90 N JCT US-270 (Lat: 34.955611, Lng: -94.630064), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Truck Traffic: 5%, Features Intersected: RR/ N RAILROAD ST UNDER, Facility Carried by Structure: U.S. 59
Minimum Vertical Clearance: 8.53m (27.99ft), Kilometerpoint: 7.884, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)