Bridge Statistics for Downs, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 318ft / 97.3mTotal length
- $820,000Total costs
- 13,567Total average daily traffic
- 2,189Total average daily truck traffic
- 17,756Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Downs
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21940-1949
- 11950-1959
- 71960-1969
- 81970-1979
- 41980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 55.6%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 22.2%Very good
- 33.3%Good
- 38.9%Satisfactory
- 5.6%Fair
- Bridge Condition - Substructure
- 27.8%Very good
- 33.3%Good
- 38.9%Satisfactory
- Bridge Condition - Channel
- 22.2%Very good
- 51.9%Good
- 22.2%Satisfactory
- 3.7%Fair
- Bridge Condition - Culverts
- 80.0%Good
- 20.0%Satisfactory
Find on map >> Show street view
Structure Number: 4073, Location: 1.0S OF AETNA (Lat: 37.070083, Lng: -98.963972), Route carried "on" structure: County highway 1347, Year Built: 1974, Status: Open, Structure Length: 12.83m (42.09ft), Average Daily Traffic: 58 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2041), Design Load: H 20, Features Intersected: SALT FORK ARKANSAS RIVER, Facility Carried by Structure: Aetna Road
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4073, Location: 1.0S OF AETNA (Lat: 37.070083, Lng: -98.963972), Route carried "on" structure: County highway 1347, Year Built: 1974, Status: Open, Structure Length: 12.83m (42.09ft), Average Daily Traffic: 58 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2041), Design Load: H 20, Features Intersected: SALT FORK ARKANSAS RIVER, Facility Carried by Structure: Aetna Road
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 5031, Location: 2.5N OF GREAT BEND (Lat: 38.416389, Lng: -98.774778), Route carried "on" structure: County highway 42, Year Built: 1935, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 2,160 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,590 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: N Washington 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $110,000, Total Project Cost: $370,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5031, Location: 2.5N OF GREAT BEND (Lat: 38.416389, Lng: -98.774778), Route carried "on" structure: County highway 42, Year Built: 1935, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 2,160 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,590 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: N Washington 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $110,000, Total Project Cost: $370,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5094, Location: 2.0W 1.5N OF HEIZER (Lat: 38.441417, Lng: -98.922461), Route carried "on" structure: County highway 2018, Year Built: 1970, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 325 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: NE 80 Ave
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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: 5094, Location: 2.0W 1.5N OF HEIZER (Lat: 38.441417, Lng: -98.922461), Route carried "on" structure: County highway 2018, Year Built: 1970, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 325 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: NE 80 Ave
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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
Find on map >> Show street view
Structure Number: 5097, Location: 3.5N 2.0W OF HEIZER (Lat: 38.472011, Lng: -98.922528), Route carried "on" structure: County highway 2018, Year Built: 1971, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 325 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: NW 80 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present 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: 5097, Location: 3.5N 2.0W OF HEIZER (Lat: 38.472011, Lng: -98.922528), Route carried "on" structure: County highway 2018, Year Built: 1971, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 325 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: NW 80 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present 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
Find on map >> Show street view
Structure Number: 6016, Location: 0.1W OF DEVON (Lat: 37.921389, Lng: -94.822344), Route carried "on" structure: County highway 53, Year Built: 1973, Status: Posted for load, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 107 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 107 (year 2039), Design Load: HS 15, Features Intersected: TRIB. TO MILL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.649, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), 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: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 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: Better than 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 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6016, Location: 0.1W OF DEVON (Lat: 37.921389, Lng: -94.822344), Route carried "on" structure: County highway 53, Year Built: 1973, Status: Posted for load, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 107 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 107 (year 2039), Design Load: HS 15, Features Intersected: TRIB. TO MILL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.649, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), 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: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 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: Better than 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 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 5909, Location: 0.5E 6.7N OF CONWAY (Lat: 38.468292, Lng: -97.776472), Route carried "on" structure: County highway 1065, Year Built: 1979, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 280 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 420 (year 2040), Design Load: HS 20, Features Intersected: SHARPS 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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5909, Location: 0.5E 6.7N OF CONWAY (Lat: 38.468292, Lng: -97.776472), Route carried "on" structure: County highway 1065, Year Built: 1979, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 280 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 420 (year 2040), Design Load: HS 20, Features Intersected: SHARPS 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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 71021, Location: 3.0N 2.0E OF DOWNS (Lat: 39.553769, Lng: -98.506156), Route carried "on" structure: County highway 832, Year Built: 1970, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 135 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 155 (year 2041), Design Load: H 20, Features Intersected: TRIBUTARY TO OAK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 71021, Location: 3.0N 2.0E OF DOWNS (Lat: 39.553769, Lng: -98.506156), Route carried "on" structure: County highway 832, Year Built: 1970, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 135 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 155 (year 2041), Design Load: H 20, Features Intersected: TRIBUTARY TO OAK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 71046, Location: 1.5N 2.0W OF DOWNS (Lat: 39.523883, Lng: -98.581300), Route carried "on" structure: County highway 867, Year Built: 1970, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 140 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Design Load: H 20, Features Intersected: TRIB NORTH FORK SOLOMON
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 71046, Location: 1.5N 2.0W OF DOWNS (Lat: 39.523883, Lng: -98.581300), Route carried "on" structure: County highway 867, Year Built: 1970, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 140 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Design Load: H 20, Features Intersected: TRIB NORTH FORK SOLOMON
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 71047, Location: 3.0N 2.2W OF DOWNS (Lat: 39.552900, Lng: -98.582817), Route carried "on" structure: County highway 867, Year Built: 1964, Status: Posted for load, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 70 (year 2041), Design Load: H 20, Features Intersected: TRIB NORTH FORK SOLOMON
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.812, 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: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 71047, Location: 3.0N 2.2W OF DOWNS (Lat: 39.552900, Lng: -98.582817), Route carried "on" structure: County highway 867, Year Built: 1964, Status: Posted for load, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 70 (year 2041), Design Load: H 20, Features Intersected: TRIB NORTH FORK SOLOMON
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.812, 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: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 961, Location: 2.6S 0.5W OF DALTON (Lat: 37.232167, Lng: -97.282967), Route carried "on" structure: County highway 1342, Year Built: 1989, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 215 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 211 (year 2041), Design Load: HS 20, Features Intersected: ANTELOPE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), 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: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 961, Location: 2.6S 0.5W OF DALTON (Lat: 37.232167, Lng: -97.282967), Route carried "on" structure: County highway 1342, Year Built: 1989, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 215 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 211 (year 2041), Design Load: HS 20, Features Intersected: ANTELOPE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), 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: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 71068390366, Location: 1.0N 3.1W OF DOWNS (Lat: 39.524022, Lng: -98.600281), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 35 (year 2014), Average Future Daily Traffic: 40 (year 2041), Design Load: HS 20, Features Intersected: TWELVE MILE CREEK, Facility Carried by Structure: W. 30TH DR.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 92.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 71068390366, Location: 1.0N 3.1W OF DOWNS (Lat: 39.524022, Lng: -98.600281), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 35 (year 2014), Average Future Daily Traffic: 40 (year 2041), Design Load: HS 20, Features Intersected: TWELVE MILE CREEK, Facility Carried by Structure: W. 30TH DR.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 92.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 710685003684, Location: 0.4S 3.0W OF DOWNS (Lat: 39.503322, Lng: -98.599794), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 35 (year 2014), Average Future Daily Traffic: 40 (year 2041), Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: S. 60th AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 710685003684, Location: 0.4S 3.0W OF DOWNS (Lat: 39.503322, Lng: -98.599794), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 35 (year 2014), Average Future Daily Traffic: 40 (year 2041), Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: S. 60th AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 71068510364, Location: 2.0N 2.9W OF DOWNS (Lat: 39.538567, Lng: -98.599100), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 20 (year 2041), Design Load: H 20, Features Intersected: TWELVE MILE CREEK, Facility Carried by Structure: W. 20th DR.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 71068510364, Location: 2.0N 2.9W OF DOWNS (Lat: 39.538567, Lng: -98.599100), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 20 (year 2041), Design Load: H 20, Features Intersected: TWELVE MILE CREEK, Facility Carried by Structure: W. 20th DR.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 71068590364, Location: 2.0N 2.1W OF DOWNS (Lat: 39.538461, Lng: -98.581294), Route carried "on" structure: County highway , Year Built: 1968, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 20 (year 2041), Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: W. 20th DR.
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: 10.6m (34.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 71068590364, Location: 2.0N 2.1W OF DOWNS (Lat: 39.538461, Lng: -98.581294), Route carried "on" structure: County highway , Year Built: 1968, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 20 (year 2041), Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: W. 20th DR.
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: 10.6m (34.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 710687003605, Location: 3.5N 2.0W OF DOWNS (Lat: 39.560264, Lng: -98.581019), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: S 50th AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 710687003605, Location: 3.5N 2.0W OF DOWNS (Lat: 39.560264, Lng: -98.581019), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 10 (year 2041), Design Load: HS 20, Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: S 50th AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 71068780362, Location: 3.0N 1.2W OF DOWNS (Lat: 39.552942, Lng: -98.563897), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 30 (year 2041), Design Load: H 20, Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: W 10th DR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 71068780362, Location: 3.0N 1.2W OF DOWNS (Lat: 39.552942, Lng: -98.563897), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 30 (year 2041), Design Load: H 20, Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: W 10th DR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 71068790364, Location: 2.0N 1.1W OF DOWNS (Lat: 39.538383, Lng: -98.563917), Route carried "on" structure: County highway , Year Built: 1990, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15 (year 2014), Average Future Daily Traffic: 20 (year 2041), Design Load: H 10, Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: W. 20th DR.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 71068790364, Location: 2.0N 1.1W OF DOWNS (Lat: 39.538383, Lng: -98.563917), Route carried "on" structure: County highway , Year Built: 1990, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15 (year 2014), Average Future Daily Traffic: 20 (year 2041), Design Load: H 10, Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: W. 20th DR.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 71068970372, Location: 2.0S 0.3W OF DOWNS (Lat: 39.480397, Lng: -98.551744), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 40 (year 2041), Design Load: H 20, Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: W 60th DR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 71068970372, Location: 2.0S 0.3W OF DOWNS (Lat: 39.480397, Lng: -98.551744), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 40 (year 2041), Design Load: H 20, Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: W 60th DR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 710693003668, Location: 0.6N 1.0E OF DOWNS (Lat: 39.512850, Lng: -98.525617), Route carried "on" structure: County highway , Year Built: 1968, Status: Posted for load, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 15 (year 2014), Average Future Daily Traffic: 20 (year 2041), Design Load: H 20, Features Intersected: TRIB. NORTH FORK SOLOMON, Facility Carried by Structure: S. 20th AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 26.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $60,000, Total Project Cost: $450,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 710693003668, Location: 0.6N 1.0E OF DOWNS (Lat: 39.512850, Lng: -98.525617), Route carried "on" structure: County highway , Year Built: 1968, Status: Posted for load, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 15 (year 2014), Average Future Daily Traffic: 20 (year 2041), Design Load: H 20, Features Intersected: TRIB. NORTH FORK SOLOMON, Facility Carried by Structure: S. 20th AVE.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 26.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 4.91m (16.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $60,000, Total Project Cost: $450,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 71069310366, Location: 1.0N 1.1E OF DOWNS (Lat: 39.523842, Lng: -98.522500), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 20 (year 2041), Design Load: H 15, Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: W 30th DR
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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 71069310366, Location: 1.0N 1.1E OF DOWNS (Lat: 39.523842, Lng: -98.522500), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 20 (year 2041), Design Load: H 15, Features Intersected: TRIB NORTH FORK SOLOMON, Facility Carried by Structure: W 30th DR
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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 999902400710221, Location: 4.04MI E NJCT U281,SDRD S (Lat: 39.509444, Lng: -98.618056), Route carried "on" structure: ServiceCounty highway 178, Year Built: 1928, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 12 (year 2020), Average Future Daily Traffic: 1,541 (year 2041), Design Load: H 15, Features Intersected: U24 DRAINAGE, Facility Carried by Structure: SIDEROAD RIGHT
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.488, 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: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.50m (11.48ft), 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: 999902400710221, Location: 4.04MI E NJCT U281,SDRD S (Lat: 39.509444, Lng: -98.618056), Route carried "on" structure: ServiceCounty highway 178, Year Built: 1928, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 12 (year 2020), Average Future Daily Traffic: 1,541 (year 2041), Design Load: H 15, Features Intersected: U24 DRAINAGE, Facility Carried by Structure: SIDEROAD RIGHT
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.488, 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: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 999902400710241, Location: 6.40MI E NJCT U281 (Lat: 39.509167, Lng: -98.573889), Route carried "on" structure: US 24, Year Built: 1949, Year Reconstructed: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,480 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,702 (year 2041), Design Load: H 20, Features Intersected: N F SOLOMON R DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 47.511, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.00m (19.69ft), 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: 999902400710241, Location: 6.40MI E NJCT U281 (Lat: 39.509167, Lng: -98.573889), Route carried "on" structure: US 24, Year Built: 1949, Year Reconstructed: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,480 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,702 (year 2041), Design Load: H 20, Features Intersected: N F SOLOMON R DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 47.511, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 999902400710251, Location: 1.08MI E JT K181 (Lat: 39.508889, Lng: -98.523889), Route carried "on" structure: US 24, Year Built: 1967, Status: Open, Structure Length: 7.61m (24.97ft), Average Daily Traffic: 2,185 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,614 (year 2041), Design Load: HS 20, Features Intersected: N F SOLOMON R DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 51.813, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.95m (81.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999902400710251, Location: 1.08MI E JT K181 (Lat: 39.508889, Lng: -98.523889), Route carried "on" structure: US 24, Year Built: 1967, Status: Open, Structure Length: 7.61m (24.97ft), Average Daily Traffic: 2,185 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,614 (year 2041), Design Load: HS 20, Features Intersected: N F SOLOMON R DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 51.813, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.95m (81.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 999902400710261, Location: 1.44MI E JT K181 (Lat: 39.508611, Lng: -98.517222), Route carried "on" structure: US 24, Year Built: 1968, Status: Posted for load-capacity, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 2,185 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,614 (year 2041), Design Load: HS 20, Features Intersected: KYLE RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 52.397, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 26.3 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 23.89m (78.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999902400710261, Location: 1.44MI E JT K181 (Lat: 39.508611, Lng: -98.517222), Route carried "on" structure: US 24, Year Built: 1968, Status: Posted for load-capacity, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 2,185 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,614 (year 2041), Design Load: HS 20, Features Intersected: KYLE RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 52.397, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 26.3 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 23.89m (78.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 999902400710501, Location: 5.08 MI E NJCT U281 (Lat: 39.509444, Lng: -98.597778), Route carried "on" structure: US 24, Year Built: 2003, Status: Open, Structure Length: 14.41m (47.28ft), Average Daily Traffic: 1,480 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,702 (year 2041), Design Load: HS 20, Features Intersected: N FORK SOLOMON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 45.446, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 55.0m (180.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 47.28m (155.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999902400710501, Location: 5.08 MI E NJCT U281 (Lat: 39.509444, Lng: -98.597778), Route carried "on" structure: US 24, Year Built: 2003, Status: Open, Structure Length: 14.41m (47.28ft), Average Daily Traffic: 1,480 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,702 (year 2041), Design Load: HS 20, Features Intersected: N FORK SOLOMON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 45.446, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 55.0m (180.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 47.28m (155.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999918100710451, Location: 0.50MI N US24 (Lat: 39.514722, Lng: -98.544167), Route carried "on" structure: State highway 181, Year Built: 1967, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 815 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,076 (year 2041), Design Load: H 20, Features Intersected: N F SOLOMON R DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 24.147, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.95m (35.93ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999918100710451, Location: 0.50MI N US24 (Lat: 39.514722, Lng: -98.544167), Route carried "on" structure: State highway 181, Year Built: 1967, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 815 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,076 (year 2041), Design Load: H 20, Features Intersected: N F SOLOMON R DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 24.147, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.95m (35.93ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 999918100710461, Location: 3.64MI N US24 (Lat: 39.561944, Lng: -98.543333), Route carried "on" structure: State highway 181, Year Built: 1950, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 815 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,076 (year 2041), Design Load: H 20, Features Intersected: N F SOLOMON R DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 29.372, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.88m (12.73ft), 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: 999918100710461, Location: 3.64MI N US24 (Lat: 39.561944, Lng: -98.543333), Route carried "on" structure: State highway 181, Year Built: 1950, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 815 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,076 (year 2041), Design Load: H 20, Features Intersected: N F SOLOMON R DRAIN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 29.372, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.88m (12.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 999918100710531, Location: 1.14MI S US 24 (Lat: 39.493056, Lng: -98.544444), Route carried "on" structure: State highway 181, Year Built: 2015, Status: Open, Structure Length: 16.25m (53.31ft), Average Daily Traffic: 690 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 718 (year 2041), Design Load: HL 93, Features Intersected: N FORK SOLOMON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 21.681, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 53.30m (174.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999918100710531, Location: 1.14MI S US 24 (Lat: 39.493056, Lng: -98.544444), Route carried "on" structure: State highway 181, Year Built: 2015, Status: Open, Structure Length: 16.25m (53.31ft), Average Daily Traffic: 690 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 718 (year 2041), Design Load: HL 93, Features Intersected: N FORK SOLOMON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 21.681, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 53.30m (174.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing