Bridge Statistics for WaKeeney, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 194ft / 58.7mTotal length
- $225,000Total costs
- 71,976Total average daily traffic
- 18,396Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for WaKeeney
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 141950-1959
- 21960-1969
- 21970-1979
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 14.3%Very good
- 85.7%Good
- Bridge Condition - Superstructure
- 7.1%Very good
- 85.7%Good
- 7.1%Satisfactory
- Bridge Condition - Substructure
- 64.3%Good
- 14.3%Satisfactory
- 21.4%Fair
- Bridge Condition - Channel
- 42.9%Very good
- 14.3%Good
- 14.3%Satisfactory
- 28.6%Fair
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Structure Number: 980547004388, Location: 7.1N 1.0E TREGO CENTER (Lat: 38.988514, Lng: -99.872217), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 45 (year 2041), Design Load: H 15, Features Intersected: TRIBUTARY TO BIG CREEK, Facility Carried by Structure: 260th ROAD
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: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 980547004388, Location: 7.1N 1.0E TREGO CENTER (Lat: 38.988514, Lng: -99.872217), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 45 (year 2041), Design Load: H 15, Features Intersected: TRIBUTARY TO BIG CREEK, Facility Carried by Structure: 260th ROAD
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: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 980547004409, Location: 2.9S 1.0E OF WAKEENEY (Lat: 38.972406, Lng: -99.872358), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 30 (year 2041), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: 260th ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 980547004409, Location: 2.9S 1.0E OF WAKEENEY (Lat: 38.972406, Lng: -99.872358), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 30 (year 2041), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: 260th ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 98054730426, Location: 4.0N 0.3E OF WAKEENEY (Lat: 39.088117, Lng: -99.864000), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15 (year 2014), Average Future Daily Traffic: 20 (year 2041), Design Load: H 15, Features Intersected: TREGO CREEK, Facility Carried by Structure: D ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $30,000, Total Project Cost: $225,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 98054730426, Location: 4.0N 0.3E OF WAKEENEY (Lat: 39.088117, Lng: -99.864000), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15 (year 2014), Average Future Daily Traffic: 20 (year 2041), Design Load: H 15, Features Intersected: TREGO CREEK, Facility Carried by Structure: D ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $30,000, Total Project Cost: $225,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 98054940442, Location: 6.0N 2.4E TREGO CENTER (Lat: 38.972094, Lng: -99.847361), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 35 (year 2041), Design Load: H 15, Features Intersected: BIG CREEK, Facility Carried by Structure: L ROAD
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: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 98054940442, Location: 6.0N 2.4E TREGO CENTER (Lat: 38.972094, Lng: -99.847361), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 35 (year 2041), Design Load: H 15, Features Intersected: BIG CREEK, Facility Carried by Structure: L ROAD
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: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999907000980071, Location: 9.93MI E JT K198 (Lat: 39.022222, Lng: -99.927222), Route carried "on" structure: ServiceCounty highway 25, Year Built: 1959, Status: Open, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 12 (year 2020), Average Future Daily Traffic: 8,111 (year 2041), Design Load: H 15, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.076, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 24.45m (80.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999907000980071, Location: 9.93MI E JT K198 (Lat: 39.022222, Lng: -99.927222), Route carried "on" structure: ServiceCounty highway 25, Year Built: 1959, Status: Open, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 12 (year 2020), Average Future Daily Traffic: 8,111 (year 2041), Design Load: H 15, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.076, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 24.45m (80.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999907000980081, Location: WJCT U283/I70, WB (Lat: 39.014722, Lng: -99.890000), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 6,239 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 8,740 (year 2041), Design Load: HS 20+Mod, Features Intersected: U283 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.547, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 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: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.26m (40.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999907000980081, Location: WJCT U283/I70, WB (Lat: 39.014722, Lng: -99.890000), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 6,239 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 8,740 (year 2041), Design Load: HS 20+Mod, Features Intersected: U283 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.547, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 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: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.26m (40.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 999907000980091, Location: WJCT U283/I70, EB (Lat: 39.014444, Lng: -99.890000), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 6,239 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 8,740 (year 2041), Design Load: HS 20+Mod, Features Intersected: U283 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.550, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 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: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.26m (40.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999907000980091, Location: WJCT U283/I70, EB (Lat: 39.014444, Lng: -99.890000), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 6,239 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 8,740 (year 2041), Design Load: HS 20+Mod, Features Intersected: U283 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.550, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 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: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.26m (40.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 999907000980101, Location: JCT US40 BS/I70 WB (Lat: 39.010833, Lng: -99.871389), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 7,256 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 10,165 (year 2041), Design Load: HS 20+Mod, Features Intersected: US40 BS ROUTE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 24.208, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.26m (36.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999907000980101, Location: JCT US40 BS/I70 WB (Lat: 39.010833, Lng: -99.871389), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 7,256 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 10,165 (year 2041), Design Load: HS 20+Mod, Features Intersected: US40 BS ROUTE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 24.208, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.26m (36.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 999907000980111, Location: JCT US40 BUS/I70 EB (Lat: 39.010556, Lng: -99.871389), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 7,256 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 10,165 (year 2041), Design Load: HS 20+Mod, Features Intersected: US40 BS ROUTE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 24.209, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.26m (36.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999907000980111, Location: JCT US40 BUS/I70 EB (Lat: 39.010556, Lng: -99.871389), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 7,256 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 10,165 (year 2041), Design Load: HS 20+Mod, Features Intersected: US40 BS ROUTE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 24.209, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.26m (36.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 999907000980121, Location: 2.02 MI E JCT US40 BS WB (Lat: 39.004167, Lng: -99.834722), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 7,256 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 10,165 (year 2041), Design Load: HS 20+Mod, Features Intersected: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.470, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.26m (36.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907000980121, Location: 2.02 MI E JCT US40 BS WB (Lat: 39.004167, Lng: -99.834722), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 7,256 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 10,165 (year 2041), Design Load: HS 20+Mod, Features Intersected: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.470, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.26m (36.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999907000980131, Location: 2.03 MI E JCT US40 BS EB (Lat: 39.003889, Lng: -99.834722), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 7,256 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 10,165 (year 2041), Design Load: HS 20+Mod, Features Intersected: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.473, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.26m (36.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907000980131, Location: 2.03 MI E JCT US40 BS EB (Lat: 39.003889, Lng: -99.834722), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 7,256 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 10,165 (year 2041), Design Load: HS 20+Mod, Features Intersected: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.473, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.26m (36.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999907000980141, Location: 3.06 MI E JCT US40 BUS. (Lat: 39.000833, Lng: -99.816111), Route carried "on" structure: ServiceCounty highway 34, Year Built: 1959, Status: Open, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 12 (year 2020), Average Future Daily Traffic: 9,316 (year 2041), Design Load: H 15, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.449, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 24.45m (80.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999907000980141, Location: 3.06 MI E JCT US40 BUS. (Lat: 39.000833, Lng: -99.816111), Route carried "on" structure: ServiceCounty highway 34, Year Built: 1959, Status: Open, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 12 (year 2020), Average Future Daily Traffic: 9,316 (year 2041), Design Load: H 15, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.449, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 24.45m (80.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999928300980391, Location: 2.72MI S JT I70 (Lat: 38.973056, Lng: -99.890556), Route carried "on" structure: US 283, Year Built: 1940, Year Reconstructed: 2005, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,125 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 2,395 (year 2041), Design Load: H 15, Features Intersected: BIG CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 30.759, 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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999928300980391, Location: 2.72MI S JT I70 (Lat: 38.973056, Lng: -99.890556), Route carried "on" structure: US 283, Year Built: 1940, Year Reconstructed: 2005, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,125 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 2,395 (year 2041), Design Load: H 15, Features Intersected: BIG CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 30.759, 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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999928300980411, Location: 3.09MI S GRAHAM CO LINE (Lat: 39.087222, Lng: -99.870000), Route carried "on" structure: US 283, Year Built: 1967, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 1,560 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,830 (year 2041), Design Load: H 20, Features Intersected: TREGO CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 45.055, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999928300980411, Location: 3.09MI S GRAHAM CO LINE (Lat: 39.087222, Lng: -99.870000), Route carried "on" structure: US 283, Year Built: 1967, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 1,560 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,830 (year 2041), Design Load: H 20, Features Intersected: TREGO CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 45.055, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 999928300980551, Location: 2.1 MI S I-70/U-283 JCT (Lat: 38.982500, Lng: -99.890278), Route carried "on" structure: US 283, Year Built: 2007, Status: Open, Structure Length: 10.62m (34.84ft), Average Daily Traffic: 2,125 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 2,395 (year 2041), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 31.788, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.3m (86.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 43.1 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: 31.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 34.85m (114.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999928300980551, Location: 2.1 MI S I-70/U-283 JCT (Lat: 38.982500, Lng: -99.890278), Route carried "on" structure: US 283, Year Built: 2007, Status: Open, Structure Length: 10.62m (34.84ft), Average Daily Traffic: 2,125 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 2,395 (year 2041), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 31.788, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.3m (86.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 43.1 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: 31.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 34.85m (114.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999907000980071, Location: 9.93MI E JT K198 (Lat: 39.022222, Lng: -99.927222), Route carried "under" structure: Interstate 70, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 6,239 (year 2020), Truck Traffic: 29%, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 19.219, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 999907000980071, Location: 9.93MI E JT K198 (Lat: 39.022222, Lng: -99.927222), Route carried "under" structure: Interstate 70, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 6,239 (year 2020), Truck Traffic: 29%, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 19.219, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 999907000980081, Location: WJCT U283/I70, WB (Lat: 39.014722, Lng: -99.890000), Route carried "under" structure: Business US 40, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 3,465 (year 2020), Truck Traffic: 12%, Features Intersected: U283 HWY, Facility Carried by Structure: I70 HWY, WB
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.348, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 999907000980081, Location: WJCT U283/I70, WB (Lat: 39.014722, Lng: -99.890000), Route carried "under" structure: Business US 40, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 3,465 (year 2020), Truck Traffic: 12%, Features Intersected: U283 HWY, Facility Carried by Structure: I70 HWY, WB
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.348, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
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Structure Number: 999907000980091, Location: WJCT U283/I70, EB (Lat: 39.014444, Lng: -99.890000), Route carried "under" structure: Business US 40, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 3,465 (year 2020), Truck Traffic: 12%, Features Intersected: U283 HWY, Facility Carried by Structure: I70 HWY, EB
Minimum Vertical Clearance: 4.43m (14.53ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 999907000980091, Location: WJCT U283/I70, EB (Lat: 39.014444, Lng: -99.890000), Route carried "under" structure: Business US 40, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 3,465 (year 2020), Truck Traffic: 12%, Features Intersected: U283 HWY, Facility Carried by Structure: I70 HWY, EB
Minimum Vertical Clearance: 4.43m (14.53ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
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Structure Number: 999907000980101, Location: JCT US40 BS/I70 WB (Lat: 39.010833, Lng: -99.871389), Route carried "under" structure: Business US 40, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,055 (year 2020), Truck Traffic: 18%, Features Intersected: US40 BS ROUTE, Facility Carried by Structure: I70 HWY, WB
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 3.840, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 999907000980101, Location: JCT US40 BS/I70 WB (Lat: 39.010833, Lng: -99.871389), Route carried "under" structure: Business US 40, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,055 (year 2020), Truck Traffic: 18%, Features Intersected: US40 BS ROUTE, Facility Carried by Structure: I70 HWY, WB
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 3.840, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 999907000980111, Location: JCT US40 BUS/I70 EB (Lat: 39.010556, Lng: -99.871389), Route carried "under" structure: Business US 40, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,055 (year 2020), Truck Traffic: 18%, Features Intersected: US40 BS ROUTE, Facility Carried by Structure: I70 HWY, EB
Minimum Vertical Clearance: 4.61m (15.12ft), Kilometerpoint: 3.869, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 999907000980111, Location: JCT US40 BUS/I70 EB (Lat: 39.010556, Lng: -99.871389), Route carried "under" structure: Business US 40, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,055 (year 2020), Truck Traffic: 18%, Features Intersected: US40 BS ROUTE, Facility Carried by Structure: I70 HWY, EB
Minimum Vertical Clearance: 4.61m (15.12ft), Kilometerpoint: 3.869, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 999907000980141, Location: 3.06 MI E JCT US40 BUS. (Lat: 39.000833, Lng: -99.816111), Route carried "under" structure: Interstate 70, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 7,256 (year 2020), Truck Traffic: 28%, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 29.123, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 999907000980141, Location: 3.06 MI E JCT US40 BUS. (Lat: 39.000833, Lng: -99.816111), Route carried "under" structure: Interstate 70, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 7,256 (year 2020), Truck Traffic: 28%, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 29.123, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft)