Bridge Statistics for Cedar Vale, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 207ft / 62.8mTotal length
- $3,451,000Total costs
- 9,063Total average daily traffic
- 2,437Total average daily truck traffic
- 11,979Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cedar Vale
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 71930-1939
- 31940-1949
- 11960-1969
- 11970-1979
- 11980-1989
- 41990-1999
- 22000-2009
- Bridge Condition - Deck
- 11.1%Very good
- 27.8%Good
- 33.3%Satisfactory
- 27.8%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 11.1%Good
- 22.2%Satisfactory
- 38.9%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 16.7%Very good
- 11.1%Good
- 33.3%Satisfactory
- 33.3%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 4.8%Very good
- 23.8%Good
- 57.1%Satisfactory
- 9.5%Fair
- 4.8%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
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Structure Number: 10005, Location: S.W. CORNER OF CEDARVALE (Lat: 37.099242, Lng: -96.507292), Route carried "on" structure: County highway 95, Year Built: 1963, Status: Posted for load, Structure Length: 4.77m (15.65ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 144 (year 2041), Design Load: H 15, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10005, Location: S.W. CORNER OF CEDARVALE (Lat: 37.099242, Lng: -96.507292), Route carried "on" structure: County highway 95, Year Built: 1963, Status: Posted for load, Structure Length: 4.77m (15.65ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 144 (year 2041), Design Load: H 15, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10006, Location: 1.0N OF CEDARVALE (Lat: 37.126928, Lng: -96.502669), Route carried "on" structure: County highway 95, Year Built: 1940, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 89 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 107 (year 2041), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 10006, Location: 1.0N OF CEDARVALE (Lat: 37.126928, Lng: -96.502669), Route carried "on" structure: County highway 95, Year Built: 1940, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 89 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 107 (year 2041), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 10007, Location: 4.2N OF CEDARVALE (Lat: 37.155306, Lng: -96.498681), Route carried "on" structure: County highway 95, Year Built: 1936, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 89 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 110 (year 2041), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $150,000, Total Project Cost: $570,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 10007, Location: 4.2N OF CEDARVALE (Lat: 37.155306, Lng: -96.498681), Route carried "on" structure: County highway 95, Year Built: 1936, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 89 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 110 (year 2041), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $150,000, Total Project Cost: $570,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 100907007025, Location: 1.5S & 1.0 W OF CEDARVALE (Lat: 37.077550, Lng: -96.525508), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 15 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: LOCAL A.0-16.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 5.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100907007025, Location: 1.5S & 1.0 W OF CEDARVALE (Lat: 37.077550, Lng: -96.525508), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 15 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: LOCAL A.0-16.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 5.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10090700706, Location: 3.0S 1.0W OF CEDARVALE (Lat: 37.056856, Lng: -96.525683), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2041), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LOCAL A.0-18.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 10090700706, Location: 3.0S 1.0W OF CEDARVALE (Lat: 37.056856, Lng: -96.525683), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2041), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LOCAL A.0-18.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 10090730704, Location: 2.0S 1.0W OF CEDARVALE (Lat: 37.070508, Lng: -96.516633), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2041), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: Frontier Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10090730704, Location: 2.0S 1.0W OF CEDARVALE (Lat: 37.070508, Lng: -96.516633), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2041), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: Frontier Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100907807, Location: 0.5W OF CEDARVALE (Lat: 37.099644, Lng: -96.510203), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: LOCAL A.8-15.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $110,000, Total Project Cost: $560,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100907807, Location: 0.5W OF CEDARVALE (Lat: 37.099644, Lng: -96.510203), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: LOCAL A.8-15.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $110,000, Total Project Cost: $560,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100911007008, Location: 1.0S 0.5E OF CEDARVALE (Lat: 37.087892, Lng: -96.489528), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: Road 3
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 100911007008, Location: 1.0S 0.5E OF CEDARVALE (Lat: 37.087892, Lng: -96.489528), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: Road 3
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 100911007068, Location: 4.0S 0.5E OF CEDARVALE (Lat: 37.044842, Lng: -96.489519), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2041), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: LOCAL C.0-18.8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $170,000, Total Project Cost: $650,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100911007068, Location: 4.0S 0.5E OF CEDARVALE (Lat: 37.044842, Lng: -96.489519), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2041), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: LOCAL C.0-18.8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $170,000, Total Project Cost: $650,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100911106985, Location: .53E OF CEDARVALE (Lat: 37.106386, Lng: -96.488025), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,095 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,314 (year 2041), Design Load: HS 20, Features Intersected: CANEY RIVER OVERFLOW, Facility Carried by Structure: OL' US166 C.1-14
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $150,000, Total Project Cost: $570,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100911106985, Location: .53E OF CEDARVALE (Lat: 37.106386, Lng: -96.488025), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,095 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,314 (year 2041), Design Load: HS 20, Features Intersected: CANEY RIVER OVERFLOW, Facility Carried by Structure: OL' US166 C.1-14
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $150,000, Total Project Cost: $570,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100911306985, Location: .74E OF CEDARVALE (Lat: 37.106083, Lng: -96.484125), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 1,095 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,314 (year 2041), Design Load: HS 20, Features Intersected: CANEY RIVER, Facility Carried by Structure: OL' US166 C.3-14
Minimum Vertical Clearance: 6.03m (19.78ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $2,000, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100911306985, Location: .74E OF CEDARVALE (Lat: 37.106083, Lng: -96.484125), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 1,095 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,314 (year 2041), Design Load: HS 20, Features Intersected: CANEY RIVER, Facility Carried by Structure: OL' US166 C.3-14
Minimum Vertical Clearance: 6.03m (19.78ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $2,000, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100913407005, Location: 0.5S 2.0E OF CEDARVALE (Lat: 37.091733, Lng: -96.461753), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: LOCAL D.4-15.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $100,000, Total Project Cost: $380,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 100913407005, Location: 0.5S 2.0E OF CEDARVALE (Lat: 37.091733, Lng: -96.461753), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: LOCAL D.4-15.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $100,000, Total Project Cost: $380,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 180903707, Location: 1.2E 0.5S OF TAUSSIG (Lat: 37.100022, Lng: -96.548583), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2042), Features Intersected: TRIB. CEDAR CREEK, Facility Carried by Structure: 262nd RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 180903707, Location: 1.2E 0.5S OF TAUSSIG (Lat: 37.100022, Lng: -96.548583), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2042), Features Intersected: TRIB. CEDAR CREEK, Facility Carried by Structure: 262nd RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 18090390698, Location: 1.5E 0.5N OF TAUSSIG (Lat: 37.114394, Lng: -96.544708), Route carried "on" structure: County highway , Year Built: 1918, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 15 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2042), Features Intersected: CEDAR CREEK, Facility Carried by Structure: 252nd RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $80,000, Total Project Cost: $260,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18090390698, Location: 1.5E 0.5N OF TAUSSIG (Lat: 37.114394, Lng: -96.544708), Route carried "on" structure: County highway , Year Built: 1918, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 15 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2042), Features Intersected: CEDAR CREEK, Facility Carried by Structure: 252nd RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $80,000, Total Project Cost: $260,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 180905006981, Location: 0.5N 1.5S OF TAUSSIG (Lat: 37.113278, Lng: -96.543439), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2042), Features Intersected: Stream, Facility Carried by Structure: 341st RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.3m (10.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 180905006981, Location: 0.5N 1.5S OF TAUSSIG (Lat: 37.113278, Lng: -96.543439), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 30 (year 2042), Features Intersected: Stream, Facility Carried by Structure: 341st RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.3m (10.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 180905006983, Location: 2.0 W OF CEDAR VALE (Lat: 37.110892, Lng: -96.543425), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2042), Design Load: HS 20, Features Intersected: TRIB TO CEDAR CREEK, Facility Carried by Structure: 341st RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), 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: 7.4m (24.3ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 48.8 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: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 180905006983, Location: 2.0 W OF CEDAR VALE (Lat: 37.110892, Lng: -96.543425), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2042), Design Load: HS 20, Features Intersected: TRIB TO CEDAR CREEK, Facility Carried by Structure: 341st RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), 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: 7.4m (24.3ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 48.8 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: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 180907006924, Location: 2.0S 10.5E OF DEXTER (Lat: 37.151561, Lng: -96.525439), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2042), Features Intersected: TRIB. TO OTTER CREEK, Facility Carried by Structure: 345th RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 180907006924, Location: 2.0S 10.5E OF DEXTER (Lat: 37.151561, Lng: -96.525439), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 15 (year 2042), Features Intersected: TRIB. TO OTTER CREEK, Facility Carried by Structure: 345th RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.6m (11.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999916600100301, Location: 1.76 MI E OF COWLEY COLN (Lat: 37.115278, Lng: -96.495278), Route carried "on" structure: US 166, Year Built: 1995, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 1,586 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 2,179 (year 2041), Design Load: HS 25 or greater, Features Intersected: CANEY RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.840, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.25m (86.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999916600100301, Location: 1.76 MI E OF COWLEY COLN (Lat: 37.115278, Lng: -96.495278), Route carried "on" structure: US 166, Year Built: 1995, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 1,586 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 2,179 (year 2041), Design Load: HS 25 or greater, Features Intersected: CANEY RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.840, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.25m (86.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999916600100311, Location: 2.39 MI E OF COWLEY COLN (Lat: 37.114722, Lng: -96.483889), Route carried "on" structure: US 166, Year Built: 1995, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 1,586 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 2,179 (year 2041), Design Load: HS 25 or greater, Features Intersected: CANEY RIVER TRIBUTARY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.853, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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 desirable criteria, Length Of Structure Improvement: 14.28m (46.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999916600100311, Location: 2.39 MI E OF COWLEY COLN (Lat: 37.114722, Lng: -96.483889), Route carried "on" structure: US 166, Year Built: 1995, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 1,586 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 2,179 (year 2041), Design Load: HS 25 or greater, Features Intersected: CANEY RIVER TRIBUTARY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.853, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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 desirable criteria, Length Of Structure Improvement: 14.28m (46.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999916600100321, Location: 3.81 MI E OF COWLEY COLN (Lat: 37.113056, Lng: -96.458056), Route carried "on" structure: US 166, Year Built: 1995, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 1,508 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 2,071 (year 2041), Design Load: HS 25 or greater, Features Intersected: CANEY RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.144, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999916600100321, Location: 3.81 MI E OF COWLEY COLN (Lat: 37.113056, Lng: -96.458056), Route carried "on" structure: US 166, Year Built: 1995, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 1,508 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 2,071 (year 2041), Design Load: HS 25 or greater, Features Intersected: CANEY RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.144, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999916600180921, Location: 6.26 MI E EJCT K-15 (Lat: 37.109444, Lng: -96.531667), Route carried "on" structure: US 166, Year Built: 1996, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 1,635 (year 2020), Truck Traffic: 41%, Average Future Daily Traffic: 2,246 (year 2041), Design Load: HS 25 or greater, Features Intersected: NORTH CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 59.705, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999916600180921, Location: 6.26 MI E EJCT K-15 (Lat: 37.109444, Lng: -96.531667), Route carried "on" structure: US 166, Year Built: 1996, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 1,635 (year 2020), Truck Traffic: 41%, Average Future Daily Traffic: 2,246 (year 2041), Design Load: HS 25 or greater, Features Intersected: NORTH CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 59.705, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing