Bridge Statistics for Kansas, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 141ft / 43.4mTotal length
- $12,364,000Total costs
- 54,550Total average daily traffic
- 11,316Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kansas
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 101990-1999
- Bridge Condition - Deck
- 50.0%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 66.7%Very good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 50.0%Good
- 16.7%Satisfactory
- 16.7%Fair
- 16.7%Poor
- Bridge Condition - Channel
- 25.0%Very good
- 25.0%Good
- 25.0%Fair
- 25.0%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 1425, Location: IN KANSAS; OKLA (Lat: 36.208858, Lng: -94.797394), Route carried "on" structure: County highway N4610, Year Built: 1925, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: CHEROKEE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $84,000, Total Project Cost: $241,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1425, Location: IN KANSAS; OKLA (Lat: 36.208858, Lng: -94.797394), Route carried "on" structure: County highway N4610, Year Built: 1925, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: CHEROKEE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $84,000, Total Project Cost: $241,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1536, Location: IN KANSAS OKLA (Lat: 36.206300, Lng: -94.803881), Route carried "on" structure: County highway N4605, Year Built: 1925, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $120,000, Total Project Cost: $346,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1536, Location: IN KANSAS OKLA (Lat: 36.206300, Lng: -94.803881), Route carried "on" structure: County highway N4605, Year Built: 1925, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $120,000, Total Project Cost: $346,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22776, Location: 14.84 MI E OF C/L (Lat: 36.202272, Lng: -94.753397), Route carried "on" structure: Other road 412, Year Built: 1991, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 10,080 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: CHEROKEE TP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.878, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 33.2m (108.9ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 54.6m (179.1ft), Out-to-Out Width: 55.2m (181.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.12m (13.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $150,000, Total Project Cost: $360,000 ( Estimate for 2015)
Structure Number: 22776, Location: 14.84 MI E OF C/L (Lat: 36.202272, Lng: -94.753397), Route carried "on" structure: Other road 412, Year Built: 1991, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 10,080 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: CHEROKEE TP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.878, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 33.2m (108.9ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 54.6m (179.1ft), Out-to-Out Width: 55.2m (181.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.12m (13.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $150,000, Total Project Cost: $360,000 ( Estimate for 2015)
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Structure Number: 22892, Location: 11.09 MI E OF C/L (Lat: 36.217022, Lng: -94.815411), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: CHEROKEE TP UNDER, Facility Carried by Structure: CO. RD. N4600
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.844, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $762,000, Roadway Improvement Cost: $1,143,000, Total Project Cost: $2,179,000 ( 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: 22892, Location: 11.09 MI E OF C/L (Lat: 36.217022, Lng: -94.815411), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: CHEROKEE TP UNDER, Facility Carried by Structure: CO. RD. N4600
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.844, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $762,000, Roadway Improvement Cost: $1,143,000, Total Project Cost: $2,179,000 ( 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: 22904, Location: 12.15 MI E OF C/L (Lat: 36.213597, Lng: -94.797475), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: CHEROKEE TP UNDER, Facility Carried by Structure: CO. RD. N4610
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.549, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $861,000, Roadway Improvement Cost: $1,250,000, Total Project Cost: $2,412,000 ( 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: 22904, Location: 12.15 MI E OF C/L (Lat: 36.213597, Lng: -94.797475), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: CHEROKEE TP UNDER, Facility Carried by Structure: CO. RD. N4610
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.549, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $861,000, Roadway Improvement Cost: $1,250,000, Total Project Cost: $2,412,000 ( 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: 22909, Location: 0.70 MI N OF US 412/59 IN (Lat: 36.211750, Lng: -94.779756), Route carried "on" structure: US 59, Year Built: 1991, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 5,280 (year 2040), Design Load: HS 20, Features Intersected: CHEROKEE TP UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.812, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 62.6 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: Superior to present desirable criteria, Underclear: Equal 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: Febuary 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( 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: 22909, Location: 0.70 MI N OF US 412/59 IN (Lat: 36.211750, Lng: -94.779756), Route carried "on" structure: US 59, Year Built: 1991, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 5,280 (year 2040), Design Load: HS 20, Features Intersected: CHEROKEE TP UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.812, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 62.6 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: Superior to present desirable criteria, Underclear: Equal 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: Febuary 2020, Bridge Improvement Cost: $689,000, Roadway Improvement Cost: $1,137,000, Total Project Cost: $1,929,000 ( 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: 22947, Location: 12.5 MI W OF STATE LINE (Lat: 36.204778, Lng: -94.759839), Route carried "on" structure: US 412, Year Built: 1991, Status: Open, Structure Length: 18.71m (61.38ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,240 (year 2040), Design Load: HS 20, Features Intersected: CHEROKEE TP UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.446, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.71m (74.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,620,000, Roadway Improvement Cost: $2,673,000, Total Project Cost: $4,537,000 ( 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: 22947, Location: 12.5 MI W OF STATE LINE (Lat: 36.204778, Lng: -94.759839), Route carried "on" structure: US 412, Year Built: 1991, Status: Open, Structure Length: 18.71m (61.38ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,240 (year 2040), Design Load: HS 20, Features Intersected: CHEROKEE TP UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.446, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.71m (74.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,620,000, Roadway Improvement Cost: $2,673,000, Total Project Cost: $4,537,000 ( 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: 23945, Location: 12.35 MI E OF C/L (Lat: 36.212531, Lng: -94.794114), Route carried "on" structure: Other road 412, Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 9,760 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: CHEROKEE TP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.871, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 33.2m (108.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 46.3m (151.9ft)
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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.83m (12.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $150,000, Total Project Cost: $360,000 ( Estimate for 2015)
Structure Number: 23945, Location: 12.35 MI E OF C/L (Lat: 36.212531, Lng: -94.794114), Route carried "on" structure: Other road 412, Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 9,760 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: CHEROKEE TP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.871, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 33.2m (108.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 46.3m (151.9ft)
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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.83m (12.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $150,000, Total Project Cost: $360,000 ( Estimate for 2015)
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Structure Number: 22892, Location: 11.09 MI E OF C/L (Lat: 36.217022, Lng: -94.815411), Route carried "under" structure: ServiceOther road 412, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 25%, Features Intersected: CHEROKEE TP UNDER, Facility Carried by Structure: CO. RD. N4600
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 17.844, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 22892, Location: 11.09 MI E OF C/L (Lat: 36.217022, Lng: -94.815411), Route carried "under" structure: ServiceOther road 412, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 25%, Features Intersected: CHEROKEE TP UNDER, Facility Carried by Structure: CO. RD. N4600
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 17.844, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 22904, Location: 12.15 MI E OF C/L (Lat: 36.213597, Lng: -94.797475), Route carried "under" structure: ServiceOther road 412, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 25%, Features Intersected: CHEROKEE TP UNDER, Facility Carried by Structure: CO. RD. N4610
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 19.549, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 22904, Location: 12.15 MI E OF C/L (Lat: 36.213597, Lng: -94.797475), Route carried "under" structure: ServiceOther road 412, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 25%, Features Intersected: CHEROKEE TP UNDER, Facility Carried by Structure: CO. RD. N4610
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 19.549, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 22909, Location: 0.70 MI N OF US 412/59 IN (Lat: 36.211750, Lng: -94.779756), Route carried "under" structure: Other road 412, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 16%, Features Intersected: CHEROKEE TP UNDER, Facility Carried by Structure: U.S. 59 / S.H. 10
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 21.239, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 22909, Location: 0.70 MI N OF US 412/59 IN (Lat: 36.211750, Lng: -94.779756), Route carried "under" structure: Other road 412, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 16%, Features Intersected: CHEROKEE TP UNDER, Facility Carried by Structure: U.S. 59 / S.H. 10
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 21.239, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 22947, Location: 12.5 MI W OF STATE LINE (Lat: 36.204778, Lng: -94.759839), Route carried "under" structure: Other road 59, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 25%, Features Intersected: CHEROKEE TP UNDER, Facility Carried by Structure: U.S. 412 ALT.
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 23.009, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 22947, Location: 12.5 MI W OF STATE LINE (Lat: 36.204778, Lng: -94.759839), Route carried "under" structure: Other road 59, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 25%, Features Intersected: CHEROKEE TP UNDER, Facility Carried by Structure: U.S. 412 ALT.
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 23.009, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)