Bridge Statistics for Oketo, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 121ft / 37.4mTotal length
- $780,000Total costs
- 5,053Total average daily traffic
- 624Total average daily truck traffic
- 5,998Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Oketo
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 31930-1939
- 31940-1949
- 21950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 25.0%Very good
- 8.3%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 8.3%Good
- 33.3%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 33.3%Very good
- 16.7%Good
- 8.3%Satisfactory
- 25.0%Fair
- 16.7%Poor
- Bridge Condition - Channel
- 18.8%Good
- 56.3%Satisfactory
- 25.0%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 58015, Location: 2.5S OF OKETO (Lat: 39.930183, Lng: -96.600847), Route carried "on" structure: County highway 433, Year Built: 1967, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 474 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 500 (year 2041), Design Load: H 15, Features Intersected: BOMMER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 8.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 58015, Location: 2.5S OF OKETO (Lat: 39.930183, Lng: -96.600847), Route carried "on" structure: County highway 433, Year Built: 1967, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 474 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 500 (year 2041), Design Load: H 15, Features Intersected: BOMMER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 8.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 58016, Location: 1.7S OF OKETO (Lat: 39.937819, Lng: -96.600836), Route carried "on" structure: County highway 433, Year Built: 1967, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 474 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 500 (year 2041), Design Load: H 20, Features Intersected: TRIB. TO BOMMER CREEK, Facility Carried by Structure: 12TH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 58016, Location: 1.7S OF OKETO (Lat: 39.937819, Lng: -96.600836), Route carried "on" structure: County highway 433, Year Built: 1967, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 474 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 500 (year 2041), Design Load: H 20, Features Intersected: TRIB. TO BOMMER CREEK, Facility Carried by Structure: 12TH RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 58017, Location: 1.0N OF OKETO (Lat: 39.977947, Lng: -96.595975), Route carried "on" structure: County highway 433, Year Built: 1930, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 54 (year 2007), Average Future Daily Traffic: 80 (year 2038), Features Intersected: TRIB. TO ELM CREEK
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: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.7 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: Equal to present minimum 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 58017, Location: 1.0N OF OKETO (Lat: 39.977947, Lng: -96.595975), Route carried "on" structure: County highway 433, Year Built: 1930, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 54 (year 2007), Average Future Daily Traffic: 80 (year 2038), Features Intersected: TRIB. TO ELM CREEK
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: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.7 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: Equal to present minimum 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 58018, Location: 1.5N OF OKETO (Lat: 39.985567, Lng: -96.591872), Route carried "on" structure: County highway 433, Year Built: 1936, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 54 (year 2007), Average Future Daily Traffic: 80 (year 2041), Features Intersected: NORTH ELM CREEK
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 58018, Location: 1.5N OF OKETO (Lat: 39.985567, Lng: -96.591872), Route carried "on" structure: County highway 433, Year Built: 1936, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 54 (year 2007), Average Future Daily Traffic: 80 (year 2041), Features Intersected: NORTH ELM CREEK
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 58041, Location: 4.0N 7.0E OF BREMEN (Lat: 39.957844, Lng: -96.659378), Route carried "on" structure: County highway 622, Year Built: 1976, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 122 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 122 (year 2041), Design Load: H 20, Features Intersected: DEER 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.1 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 58041, Location: 4.0N 7.0E OF BREMEN (Lat: 39.957844, Lng: -96.659378), Route carried "on" structure: County highway 622, Year Built: 1976, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 122 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 122 (year 2041), Design Load: H 20, Features Intersected: DEER 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.1 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 580893103042, Location: 2.9W 0.3N OF OKETO (Lat: 39.969556, Lng: -96.656017), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: DEER CREEK, Facility Carried by Structure: BISON RD (8.1-C.2)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 580893103042, Location: 2.9W 0.3N OF OKETO (Lat: 39.969556, Lng: -96.656017), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: DEER CREEK, Facility Carried by Structure: BISON RD (8.1-C.2)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 580895603042, Location: 1.4W 0.5N OF OKETO (Lat: 39.970344, Lng: -96.627283), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: TRIB. TO BIG BLUE RIVER, Facility Carried by Structure: BISON RD (9.6-C.2)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 13.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, 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: August 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $100,000, Total Project Cost: $230,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 580895603042, Location: 1.4W 0.5N OF OKETO (Lat: 39.970344, Lng: -96.627283), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: TRIB. TO BIG BLUE RIVER, Facility Carried by Structure: BISON RD (9.6-C.2)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 13.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, 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: August 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $100,000, Total Project Cost: $230,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 580897003049, Location: 1.0W OF OKETO (Lat: 39.958819, Lng: -96.619650), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 50 (year 2041), Features Intersected: TRIB. TO BIG BLUE RIVER, Facility Carried by Structure: 11TH RD (10.0-C.9)
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 580897003049, Location: 1.0W OF OKETO (Lat: 39.958819, Lng: -96.619650), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 50 (year 2041), Features Intersected: TRIB. TO BIG BLUE RIVER, Facility Carried by Structure: 11TH RD (10.0-C.9)
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 580897503, Location: 2.5N 0.5W OF OKETO (Lat: 40.001056, Lng: -96.610447), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2040), Features Intersected: SPRING CREEK, Facility Carried by Structure: STATE LN RD 10.5-A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $100,000, Total Project Cost: $290,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 580897503, Location: 2.5N 0.5W OF OKETO (Lat: 40.001056, Lng: -96.610447), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2040), Features Intersected: SPRING CREEK, Facility Carried by Structure: STATE LN RD 10.5-A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $100,000, Total Project Cost: $290,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5808991031, Location: 0.5E 1.0S OF MARIETTA (Lat: 39.928858, Lng: -96.598450), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: BOMMER CREEK, Facility Carried by Structure: EAGLE RD (11.1-F.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 5808991031, Location: 0.5E 1.0S OF MARIETTA (Lat: 39.928858, Lng: -96.598450), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: BOMMER CREEK, Facility Carried by Structure: EAGLE RD (11.1-F.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 580901003104, Location: 1.5S 1.5E OF MARIETTA (Lat: 39.922861, Lng: -96.582047), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: BOMMER CREEK, Facility Carried by Structure: 13TH RD (12.0-F.4)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-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: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 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: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $100,000, Total Project Cost: $260,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 580901003104, Location: 1.5S 1.5E OF MARIETTA (Lat: 39.922861, Lng: -96.582047), Route carried "on" structure: County highway , Year Built: 1945, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Features Intersected: BOMMER CREEK, Facility Carried by Structure: 13TH RD (12.0-F.4)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-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: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 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: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $100,000, Total Project Cost: $260,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 580903003006, Location: 2.0N 2.0E OF OKETO (Lat: 39.992489, Lng: -96.558622), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: NORTH ELM CREEK, Facility Carried by Structure: 14TH RD (13.0-A.6)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 580903003006, Location: 2.0N 2.0E OF OKETO (Lat: 39.992489, Lng: -96.558622), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: NORTH ELM CREEK, Facility Carried by Structure: 14TH RD (13.0-A.6)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 58090380304, Location: 0.5N 2.8E OF OKETO (Lat: 39.972206, Lng: -96.543589), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: NORTH ELM CREEK, Facility Carried by Structure: BISON RD. 13.8-C.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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 34.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 58090380304, Location: 0.5N 2.8E OF OKETO (Lat: 39.972206, Lng: -96.543589), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: NORTH ELM CREEK, Facility Carried by Structure: BISON RD. 13.8-C.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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 34.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999907700580191, Location: 8.88 MI N WJCT US36 (Lat: 39.968333, Lng: -96.656944), Route carried "on" structure: US 77, Year Built: 1927, Year Reconstructed: 1956, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 1,680 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,010 (year 2041), Design Load: H 15, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 57.417, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.35m (17.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999907700580191, Location: 8.88 MI N WJCT US36 (Lat: 39.968333, Lng: -96.656944), Route carried "on" structure: US 77, Year Built: 1927, Year Reconstructed: 1956, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 1,680 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,010 (year 2041), Design Load: H 15, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 57.417, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.35m (17.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999907700580201, Location: 9.59 MI N WJCT US36 (Lat: 39.978611, Lng: -96.657222), Route carried "on" structure: US 77, Year Built: 1939, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,680 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,010 (year 2041), Design Load: H 15, Features Intersected: DEER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 58.558, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.55m (8.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999907700580201, Location: 9.59 MI N WJCT US36 (Lat: 39.978611, Lng: -96.657222), Route carried "on" structure: US 77, Year Built: 1939, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,680 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,010 (year 2041), Design Load: H 15, Features Intersected: DEER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 58.558, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.55m (8.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999923300580441, Location: 2.52 MI E US77 (Lat: 39.957778, Lng: -96.609722), Route carried "on" structure: State highway 233, Year Built: 1957, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 395 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 576 (year 2041), Design Load: HS 20, Features Intersected: BIG BLUE RIVER, PED PATH
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.083, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 58.21m (190.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999923300580441, Location: 2.52 MI E US77 (Lat: 39.957778, Lng: -96.609722), Route carried "on" structure: State highway 233, Year Built: 1957, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 395 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 576 (year 2041), Design Load: HS 20, Features Intersected: BIG BLUE RIVER, PED PATH
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.083, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 58.21m (190.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete