Bridge Statistics for Republic, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 35Number of bridges
- 331ft / 101mTotal length
- $5,838,000Total costs
- 25,394Total average daily traffic
- 2,440Total average daily truck traffic
- 31,937Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Republic
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 41940-1949
- 51950-1959
- 41960-1969
- 21970-1979
- 61980-1989
- 21990-1999
- 42000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 18.2%Very good
- 50.0%Good
- 27.3%Satisfactory
- 4.5%Fair
- Bridge Condition - Superstructure
- 22.7%Very good
- 45.5%Good
- 22.7%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 31.8%Very good
- 31.8%Good
- 31.8%Satisfactory
- 4.5%Fair
- Bridge Condition - Channel
- 2.9%Very good
- 25.7%Good
- 57.1%Satisfactory
- 11.4%Fair
- 2.9%Poor
- Bridge Condition - Culverts
- 23.1%Very good
- 38.5%Good
- 30.8%Satisfactory
- 7.7%Fair
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Structure Number: 1027, Location: 5.3S OF LA HARPE (Lat: 37.829389, Lng: -95.299369), Route carried "on" structure: County highway 6, Year Built: 1957, Status: Posted for load, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 277 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 373 (year 2042), Design Load: H 15, Features Intersected: NORTH BRANCH COAL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 14.810, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $17,000, Total Project Cost: $166,000
Structure Number: 1027, Location: 5.3S OF LA HARPE (Lat: 37.829389, Lng: -95.299369), Route carried "on" structure: County highway 6, Year Built: 1957, Status: Posted for load, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 277 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 373 (year 2042), Design Load: H 15, Features Intersected: NORTH BRANCH COAL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 14.810, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $17,000, Total Project Cost: $166,000
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Structure Number: 107, Location: 12.27 MI N NEOSHO COLN (Lat: 37.892172, Lng: -95.409444), Route carried "on" structure: County highway 169, Year Built: 2002, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 5,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: NEOSHO RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 108.232, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.9m (45.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $10,000, Total Project Cost: $159,000
Structure Number: 107, Location: 12.27 MI N NEOSHO COLN (Lat: 37.892172, Lng: -95.409444), Route carried "on" structure: County highway 169, Year Built: 2002, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 5,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: NEOSHO RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 108.232, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.9m (45.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $10,000, Total Project Cost: $159,000
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Structure Number: 1071, Location: 0.86 MI. S. US-54 S. JCT. (Lat: 37.909131, Lng: -95.409472), Route carried "on" structure: County highway 169, Year Built: 1948, Year Reconstructed: 2002, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 5,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: H 20, Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 110.071, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $127,000, Total Project Cost: $191,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1071, Location: 0.86 MI. S. US-54 S. JCT. (Lat: 37.909131, Lng: -95.409472), Route carried "on" structure: County highway 169, Year Built: 1948, Year Reconstructed: 2002, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 5,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: H 20, Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 110.071, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $127,000, Total Project Cost: $191,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1072, Location: 2.37 MI N NJCT US54 (Lat: 37.956608, Lng: -95.409056), Route carried "on" structure: County highway 169, Year Built: 1930, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,235 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 6,139 (year 2040), Design Load: H 15, Features Intersected: DEER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 116.988, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000
Structure Number: 1072, Location: 2.37 MI N NJCT US54 (Lat: 37.956608, Lng: -95.409056), Route carried "on" structure: County highway 169, Year Built: 1930, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,235 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 6,139 (year 2040), Design Load: H 15, Features Intersected: DEER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 116.988, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000
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Structure Number: 1073, Location: 3.53 MI N NJCT US54 (Lat: 37.973444, Lng: -95.408989), Route carried "on" structure: County highway 169, Year Built: 1962, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 4,890 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 5,734 (year 2040), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 117.245, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.36m (30.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $101,000, Total Project Cost: $152,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1073, Location: 3.53 MI N NJCT US54 (Lat: 37.973444, Lng: -95.408989), Route carried "on" structure: County highway 169, Year Built: 1962, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 4,890 (year 2006), Truck Traffic: 17%, Average Future Daily Traffic: 5,734 (year 2040), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 117.245, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.36m (30.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $101,000, Total Project Cost: $152,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5015, Location: 3.0N OF CLAFLIN (Lat: 38.567806, Lng: -98.535389), Route carried "on" structure: County highway 39, Year Built: 1931, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 245 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 295 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: NE 130 Ave
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5015, Location: 3.0N OF CLAFLIN (Lat: 38.567806, Lng: -98.535389), Route carried "on" structure: County highway 39, Year Built: 1931, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 245 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 295 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: NE 130 Ave
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 504, Location: 1.5S OF ODIN (Lat: 38.547083, Lng: -98.608944), Route carried "on" structure: County highway 45, Year Built: 1930, Year Reconstructed: 1964, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 340 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 410 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: NE 90 Ave
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: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 504, Location: 1.5S OF ODIN (Lat: 38.547083, Lng: -98.608944), Route carried "on" structure: County highway 45, Year Built: 1930, Year Reconstructed: 1964, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 340 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 410 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: NE 90 Ave
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: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5046, Location: 6.0S 1.0W OF ALBERT (Lat: 38.362786, Lng: -99.028056), Route carried "on" structure: County highway 462, Year Built: 1938, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 190 (year 2041), Design Load: H 15, Features Intersected: DRY WALNUT CREEK, Facility Carried by Structure: W Barton County Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 18.3 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5046, Location: 6.0S 1.0W OF ALBERT (Lat: 38.362786, Lng: -99.028056), Route carried "on" structure: County highway 462, Year Built: 1938, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 190 (year 2041), Design Load: H 15, Features Intersected: DRY WALNUT CREEK, Facility Carried by Structure: W Barton County Rd
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 18.3 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 507, Location: 4.0S 3.5W OF SUSANK (Lat: 38.579600, Lng: -98.840889), Route carried "on" structure: County highway 1501, Year Built: 1949, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 65 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 80 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: NW 150 Rd
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 507, Location: 4.0S 3.5W OF SUSANK (Lat: 38.579600, Lng: -98.840889), Route carried "on" structure: County highway 1501, Year Built: 1949, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 65 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 80 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: NW 150 Rd
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6025, Location: 3.0E 2.2S OF FULTON (Lat: 37.976589, Lng: -94.658044), Route carried "on" structure: County highway 57, Year Built: 1945, Status: Posted for load, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 170 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 170 (year 2039), Features Intersected: TRIB. LITTLE OSAGE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021
Structure Number: 6025, Location: 3.0E 2.2S OF FULTON (Lat: 37.976589, Lng: -94.658044), Route carried "on" structure: County highway 57, Year Built: 1945, Status: Posted for load, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 170 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 170 (year 2039), Features Intersected: TRIB. LITTLE OSAGE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021
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Structure Number: 605, Location: 2.0N OF XENIA (Lat: 38.022964, Lng: -94.988539), Route carried "on" structure: County highway 1768, Year Built: 1961, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 82 (year 2006), Average Future Daily Traffic: 85 (year 2039), Design Load: H 20, Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.091, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $20,000, Total Project Cost: $263,000
Structure Number: 605, Location: 2.0N OF XENIA (Lat: 38.022964, Lng: -94.988539), Route carried "on" structure: County highway 1768, Year Built: 1961, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 82 (year 2006), Average Future Daily Traffic: 85 (year 2039), Design Load: H 20, Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.091, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $20,000, Total Project Cost: $263,000
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Structure Number: 1304, Location: 1.2W 4.8N OF ASHLAND (Lat: 37.262194, Lng: -99.800108), Route carried "on" structure: County highway 1337, Year Built: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 55 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2040), Design Load: H 15, Features Intersected: TRIB. E. BRANCH BEAR CK.
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1304, Location: 1.2W 4.8N OF ASHLAND (Lat: 37.262194, Lng: -99.800108), Route carried "on" structure: County highway 1337, Year Built: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 55 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2040), Design Load: H 15, Features Intersected: TRIB. E. BRANCH BEAR CK.
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 16056, Location: 0.5N 6.2W OF WAVERLY (Lat: 38.405097, Lng: -95.713653), Route carried "on" structure: County highway 2066, Year Built: 2005, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 580 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 696 (year 2040), Design Load: HS 20, Features Intersected: NORTH LONG CREEK, Facility Carried by Structure: OLD HWY. 50 027
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.280, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16056, Location: 0.5N 6.2W OF WAVERLY (Lat: 38.405097, Lng: -95.713653), Route carried "on" structure: County highway 2066, Year Built: 2005, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 580 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 696 (year 2040), Design Load: HS 20, Features Intersected: NORTH LONG CREEK, Facility Carried by Structure: OLD HWY. 50 027
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.280, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16057, Location: 0.5N 4.9W OF WAVERLY (Lat: 38.405111, Lng: -95.690128), Route carried "on" structure: County highway 2066, Year Built: 2004, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 580 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 696 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO N. LONG CREEK, Facility Carried by Structure: OLD HWY. 50 028
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.410, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16057, Location: 0.5N 4.9W OF WAVERLY (Lat: 38.405111, Lng: -95.690128), Route carried "on" structure: County highway 2066, Year Built: 2004, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 580 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 696 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO N. LONG CREEK, Facility Carried by Structure: OLD HWY. 50 028
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.410, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22024, Location: 2.5N OF TROY (Lat: 39.824389, Lng: -95.090278), Route carried "on" structure: County highway 826, Year Built: 1960, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 233 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 250 (year 2041), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.981, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Poor, Culverts: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $45,000, Total Project Cost: $225,000
Structure Number: 22024, Location: 2.5N OF TROY (Lat: 39.824389, Lng: -95.090278), Route carried "on" structure: County highway 826, Year Built: 1960, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 233 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 250 (year 2041), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.981, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Poor, Culverts: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $45,000, Total Project Cost: $225,000
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Structure Number: 79004, Location: 0.5N 3.0W OF REPUBLIC (Lat: 39.929036, Lng: -97.881572), Route carried "on" structure: County highway 334, Year Built: 1957, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 185 (year 2018), Average Future Daily Traffic: 222 (year 2038), Design Load: H 15, Features Intersected: COURTLAND CANAL
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), Skew: 3 degrees, 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: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.9 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, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $210,000 ( Estimate for 2018)
Structure Number: 79004, Location: 0.5N 3.0W OF REPUBLIC (Lat: 39.929036, Lng: -97.881572), Route carried "on" structure: County highway 334, Year Built: 1957, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 185 (year 2018), Average Future Daily Traffic: 222 (year 2038), Design Load: H 15, Features Intersected: COURTLAND CANAL
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), Skew: 3 degrees, 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: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.9 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, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $210,000 ( Estimate for 2018)
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Structure Number: 79005, Location: 0.5N 1.5W OF REPUBLIC (Lat: 39.929161, Lng: -97.850864), Route carried "on" structure: County highway 334, Year Built: 1981, Status: Open, Structure Length: 16.95m (55.61ft), Average Daily Traffic: 190 (year 2018), Average Future Daily Traffic: 228 (year 2038), Design Load: HS 20, Features Intersected: REPUBLICAN RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.29m (60.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,000,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 79005, Location: 0.5N 1.5W OF REPUBLIC (Lat: 39.929161, Lng: -97.850864), Route carried "on" structure: County highway 334, Year Built: 1981, Status: Open, Structure Length: 16.95m (55.61ft), Average Daily Traffic: 190 (year 2018), Average Future Daily Traffic: 228 (year 2038), Design Load: HS 20, Features Intersected: REPUBLICAN RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.29m (60.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,000,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 79006, Location: 0.5N OF REPUBLIC (Lat: 39.929292, Lng: -97.825989), Route carried "on" structure: County highway 334, Year Built: 1957, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 270 (year 2018), Average Future Daily Traffic: 324 (year 2038), Design Load: H 15, Features Intersected: OTTER CREEK
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 continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $50,000, Total Project Cost: $310,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 79006, Location: 0.5N OF REPUBLIC (Lat: 39.929292, Lng: -97.825989), Route carried "on" structure: County highway 334, Year Built: 1957, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 270 (year 2018), Average Future Daily Traffic: 324 (year 2038), Design Load: H 15, Features Intersected: OTTER CREEK
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 continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $50,000, Total Project Cost: $310,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7902, Location: 2.7S 2.0E OF REPUBLIC (Lat: 39.891100, Lng: -97.782206), Route carried "on" structure: County highway 564, Year Built: 1998, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 165 (year 2014), Average Future Daily Traffic: 198 (year 2038), Design Load: HS 20, Features Intersected: DRY 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 82.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7902, Location: 2.7S 2.0E OF REPUBLIC (Lat: 39.891100, Lng: -97.782206), Route carried "on" structure: County highway 564, Year Built: 1998, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 165 (year 2014), Average Future Daily Traffic: 198 (year 2038), Design Load: HS 20, Features Intersected: DRY 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 82.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 79021, Location: 0.5S 0.1E OF REPUBLIC (Lat: 39.914842, Lng: -97.818128), Route carried "on" structure: County highway 564, Year Built: 1983, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 60 (year 2018), Average Future Daily Traffic: 72 (year 2038), Design Load: H 20, Features Intersected: TRIB. TO CHERRY CREEK
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: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 30.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $210,000 ( Estimate for 2018)
Structure Number: 79021, Location: 0.5S 0.1E OF REPUBLIC (Lat: 39.914842, Lng: -97.818128), Route carried "on" structure: County highway 564, Year Built: 1983, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 60 (year 2018), Average Future Daily Traffic: 72 (year 2038), Design Load: H 20, Features Intersected: TRIB. TO CHERRY CREEK
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: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 30.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $210,000 ( Estimate for 2018)
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Structure Number: 790375, Location: 1.0S 1.0W OF REPUBLIC (Lat: 39.909883, Lng: -97.847836), Route carried "on" structure: County highway 465, Year Built: 2016, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 25 (year 2038), Design Load: HL 93, Features Intersected: REPUBLICAN RIVER, Facility Carried by Structure: RS 1035
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 790375, Location: 1.0S 1.0W OF REPUBLIC (Lat: 39.909883, Lng: -97.847836), Route carried "on" structure: County highway 465, Year Built: 2016, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 25 (year 2038), Design Load: HL 93, Features Intersected: REPUBLICAN RIVER, Facility Carried by Structure: RS 1035
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 79038, Location: 0.5S 0.5W OF REPUBLIC (Lat: 39.914742, Lng: -97.836733), Route carried "on" structure: County highway 1035, Year Built: 1981, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 19 (year 2018), Average Future Daily Traffic: 24 (year 2038), Design Load: H 20, Features Intersected: OTTER 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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), 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: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 79038, Location: 0.5S 0.5W OF REPUBLIC (Lat: 39.914742, Lng: -97.836733), Route carried "on" structure: County highway 1035, Year Built: 1981, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 19 (year 2018), Average Future Daily Traffic: 24 (year 2038), Design Load: H 20, Features Intersected: OTTER 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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), 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: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 79039, Location: 0.5N OF REPUBLIC (Lat: 39.929558, Lng: -97.830422), Route carried "on" structure: County highway 1035, Year Built: 1983, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 94 (year 2018), Average Future Daily Traffic: 113 (year 2038), Design Load: H 20, Features Intersected: TRIB. TO OTTER CREEK
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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 31.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 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, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $210,000 ( Estimate for 2018)
Structure Number: 79039, Location: 0.5N OF REPUBLIC (Lat: 39.929558, Lng: -97.830422), Route carried "on" structure: County highway 1035, Year Built: 1983, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 94 (year 2018), Average Future Daily Traffic: 113 (year 2038), Design Load: H 20, Features Intersected: TRIB. TO OTTER CREEK
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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 31.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 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, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $210,000 ( Estimate for 2018)
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Structure Number: 7904, Location: 0.5W 2.0N OF REPUBLIC (Lat: 39.952467, Lng: -97.838592), Route carried "on" structure: County highway 1035, Year Built: 1960, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 94 (year 2018), Average Future Daily Traffic: 113 (year 2038), Design Load: H 15, Features Intersected: TRIB. TO REPUBLICAN RIV.
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 continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 12.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.5 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 desirable 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $50,000, Total Project Cost: $310,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7904, Location: 0.5W 2.0N OF REPUBLIC (Lat: 39.952467, Lng: -97.838592), Route carried "on" structure: County highway 1035, Year Built: 1960, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 94 (year 2018), Average Future Daily Traffic: 113 (year 2038), Design Load: H 15, Features Intersected: TRIB. TO REPUBLICAN RIV.
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 continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 12.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.5 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 desirable 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $50,000, Total Project Cost: $310,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 790763003104, Location: 3.0W OF REPUBLIC (Lat: 39.923233, Lng: -97.876128), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 25 (year 2038), Design Load: HS 20, Features Intersected: WHITE ROCK CREEK, Facility Carried by Structure: LOCAL RD. 4-F.4
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $50,000, Total Project Cost: $460,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 790763003104, Location: 3.0W OF REPUBLIC (Lat: 39.923233, Lng: -97.876128), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 25 (year 2038), Design Load: HS 20, Features Intersected: WHITE ROCK CREEK, Facility Carried by Structure: LOCAL RD. 4-F.4
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $50,000, Total Project Cost: $460,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 79076510318, Location: 3.7S 1.7W OF REPUBLIC (Lat: 39.871181, Lng: -97.856550), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5 (year 2018), Average Future Daily Traffic: 10 (year 2038), Design Load: H 20, Features Intersected: TRIB. REPUBLICAN RIVER, Facility Carried by Structure: LOCAL RD. K-5.1
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
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: 23.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $260,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 79076510318, Location: 3.7S 1.7W OF REPUBLIC (Lat: 39.871181, Lng: -97.856550), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5 (year 2018), Average Future Daily Traffic: 10 (year 2038), Design Load: H 20, Features Intersected: TRIB. REPUBLICAN RIVER, Facility Carried by Structure: LOCAL RD. K-5.1
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
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: 23.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $260,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 79076520308, Location: 1.0N 1.8W OF REPUBLIC (Lat: 39.943578, Lng: -97.852733), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 20 (year 2038), Design Load: HS 20, Features Intersected: TRIB. TO REPUBLIC RIVER, Facility Carried by Structure: LOCAL RD. E-5.3
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $260,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 79076520308, Location: 1.0N 1.8W OF REPUBLIC (Lat: 39.943578, Lng: -97.852733), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 20 (year 2038), Design Load: HS 20, Features Intersected: TRIB. TO REPUBLIC RIVER, Facility Carried by Structure: LOCAL RD. E-5.3
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $260,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 79076730304, Location: 3.0N 0.7W OF REPUBLIC (Lat: 39.972825, Lng: -97.833164), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 36 (year 2038), Design Load: HS 20, Features Intersected: TRIB. TO REPUBLICAN RIV., Facility Carried by Structure: LOCAL RD. C-6.3
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $50,000, Total Project Cost: $310,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 79076730304, Location: 3.0N 0.7W OF REPUBLIC (Lat: 39.972825, Lng: -97.833164), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 36 (year 2038), Design Load: HS 20, Features Intersected: TRIB. TO REPUBLICAN RIV., Facility Carried by Structure: LOCAL RD. C-6.3
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $50,000, Total Project Cost: $310,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 790769003088, Location: 0.2N OF REPUBLIC (Lat: 39.933214, Lng: -97.819597), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 25 (year 2038), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: LOCAL RD. 7-E.8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $410,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 790769003088, Location: 0.2N OF REPUBLIC (Lat: 39.933214, Lng: -97.819597), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 25 (year 2038), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: LOCAL RD. 7-E.8
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $50,000, Total Project Cost: $410,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 790769003182, Location: 4.2S OF REPUBLIC (Lat: 39.869297, Lng: -97.819525), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 35 (year 2038), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: LOCAL RD. 7-K.2
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 790769003182, Location: 4.2S OF REPUBLIC (Lat: 39.869297, Lng: -97.819525), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 35 (year 2038), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: LOCAL RD. 7-K.2
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 79076920318, Location: 4.0S 0.2E OF REPUBLIC (Lat: 39.871275, Lng: -97.816617), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 15 (year 2038), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: LOCAL RD. K-7.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 21.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.9 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), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $360,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 79076920318, Location: 4.0S 0.2E OF REPUBLIC (Lat: 39.871275, Lng: -97.816617), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 15 (year 2038), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: LOCAL RD. K-7.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 21.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.9 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), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $360,000 ( Estimate for 2018), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 790771003083, Location: 0.7N 1.0E OF REPUBLIC (Lat: 39.939639, Lng: -97.801986), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 36 (year 2038), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: LOCAL RD. 8-E.3
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $50,000, Total Project Cost: $51,000 ( Estimate for 2018), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 790771003083, Location: 0.7N 1.0E OF REPUBLIC (Lat: 39.939639, Lng: -97.801986), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 36 (year 2038), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: LOCAL RD. 8-E.3
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $50,000, Total Project Cost: $51,000 ( Estimate for 2018), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 790771003164, Location: 1.0E 3.5S OF REPUBLIC (Lat: 39.878667, Lng: -97.800983), Route carried "on" structure: County highway 834, Year Built: 2016, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2038), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: LOCAL RD. 8-J.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 790771003164, Location: 1.0E 3.5S OF REPUBLIC (Lat: 39.878667, Lng: -97.800983), Route carried "on" structure: County highway 834, Year Built: 2016, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2038), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: LOCAL RD. 8-J.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 790775003128, Location: 1.8S 3.0E OF REPUBLIC (Lat: 39.902369, Lng: -97.763403), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 15 (year 2038), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: LOCAL RD. 10-G.8
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.0m (19.7ft)
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: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: June 2020, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $100,000, Total Project Cost: $210,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 790775003128, Location: 1.8S 3.0E OF REPUBLIC (Lat: 39.902369, Lng: -97.763403), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 15 (year 2038), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: LOCAL RD. 10-G.8
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.0m (19.7ft)
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: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: June 2020, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $100,000, Total Project Cost: $210,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 999926600790401, Location: 5.26 MI N US36 (Lat: 39.875000, Lng: -97.857222), Route carried "on" structure: State highway 266, Year Built: 1950, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 140 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 158 (year 2041), Design Load: H 20, Features Intersected: REPUBLICAN RIVER DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999926600790401, Location: 5.26 MI N US36 (Lat: 39.875000, Lng: -97.857222), Route carried "on" structure: State highway 266, Year Built: 1950, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 140 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 158 (year 2041), Design Load: H 20, Features Intersected: REPUBLICAN RIVER DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous