Bridge Statistics for Bennett, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 295ft / 89.8mTotal length
- 143,390Total average daily traffic
- 25,231Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bennett
- No street view available for this location
- New bridges - historical statistics
- 61950-1959
- 41960-1969
- 21980-1989
- 31990-1999
- 12000-2009
- Bridge Condition - Deck
- 33.3%Good
- 33.3%Satisfactory
- 22.2%Fair
- 11.1%Serious
- Bridge Condition - Superstructure
- 22.2%Good
- 55.6%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 44.4%Good
- 22.2%Satisfactory
- 11.1%Fair
- 22.2%Poor
- Bridge Condition - Channel
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Culverts
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: ADA030-34.6N135, Location: 0.5 MI E OF KIOWA-BENNETT (Lat: 39.759447, Lng: -104.406197), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 1,318 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,714 (year 2041), Design Load: HS 20, Features Intersected: KIOWA CREEK, Facility Carried by Structure: OLD VICTORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.2m (141.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: ADA030-34.6N135, Location: 0.5 MI E OF KIOWA-BENNETT (Lat: 39.759447, Lng: -104.406197), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 1,318 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,714 (year 2041), Design Load: HS 20, Features Intersected: KIOWA CREEK, Facility Carried by Structure: OLD VICTORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.2m (141.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: E-19-X, Location: 9 MI E OF JCT I 70 (Lat: 39.756000, Lng: -104.481233), Route carried "on" structure: US 36C, Year Built: 1983, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,565 (year 2040), Design Load: H 20, Features Intersected: LOST CREEK, Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.912, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.8m (9.2ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021
Structure Number: E-19-X, Location: 9 MI E OF JCT I 70 (Lat: 39.756000, Lng: -104.481233), Route carried "on" structure: US 36C, Year Built: 1983, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,565 (year 2040), Design Load: H 20, Features Intersected: LOST CREEK, Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.912, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.8m (9.2ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021
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Structure Number: E-19-Y, Location: 9.7 MI E OF JCT I-70 (Lat: 39.756142, Lng: -104.463992), Route carried "on" structure: US 36C, Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,565 (year 2040), Features Intersected: DRAW, Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.391, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021
Structure Number: E-19-Y, Location: 9.7 MI E OF JCT I-70 (Lat: 39.756142, Lng: -104.463992), Route carried "on" structure: US 36C, Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,565 (year 2040), Features Intersected: DRAW, Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.391, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021
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Structure Number: E-19-Z, Location: 12.8 MI E OF JCT I 70 (Lat: 39.749411, Lng: -104.413622), Route carried "on" structure: US 36D, Year Built: 2000, Status: Open, Structure Length: 16.02m (52.56ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,318 (year 2040), Design Load: H 15, Features Intersected: KIOWA CREEK, Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.442, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: E-19-Z, Location: 12.8 MI E OF JCT I 70 (Lat: 39.749411, Lng: -104.413622), Route carried "on" structure: US 36D, Year Built: 2000, Status: Open, Structure Length: 16.02m (52.56ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,318 (year 2040), Design Load: H 15, Features Intersected: KIOWA CREEK, Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.442, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F-19-AF, Location: 1 MI E OF JCT SH 79 (Lat: 39.737883, Lng: -104.414489), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 2,335 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 3,035 (year 2041), Design Load: HS 20+Mod, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.906, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-19-AF, Location: 1 MI E OF JCT SH 79 (Lat: 39.737883, Lng: -104.414489), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 2,335 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 3,035 (year 2041), Design Load: HS 20+Mod, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.906, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-19-AG, Location: 11.4 MI E OF JCT US 36 (Lat: 39.737933, Lng: -104.433339), Route carried "on" structure: State highway 79A, Year Built: 1959, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 10,089 (year 2040), Design Load: HS 20, Features Intersected: I 70 ML, Facility Carried by Structure: SH 79 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.219, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: 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: Bituminous
Structure Number: F-19-AG, Location: 11.4 MI E OF JCT US 36 (Lat: 39.737933, Lng: -104.433339), Route carried "on" structure: State highway 79A, Year Built: 1959, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 10,089 (year 2040), Design Load: HS 20, Features Intersected: I 70 ML, Facility Carried by Structure: SH 79 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.219, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: 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: Bituminous
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Structure Number: F-19-AH, Location: 1.4 MI E OF JCT SH 79 (Lat: 39.737242, Lng: -104.406719), Route carried "on" structure: Ramp US 36D, Year Built: 1959, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,309 (year 2040), Design Load: HS 20, Features Intersected: I 70 ML, Facility Carried by Structure: RAMP TO US 36 EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.486, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: F-19-AH, Location: 1.4 MI E OF JCT SH 79 (Lat: 39.737242, Lng: -104.406719), Route carried "on" structure: Ramp US 36D, Year Built: 1959, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,309 (year 2040), Design Load: HS 20, Features Intersected: I 70 ML, Facility Carried by Structure: RAMP TO US 36 EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.486, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: F-19-AI, Location: 10 MI E OF JCT US 36 (Lat: 39.738108, Lng: -104.456672), Route carried "on" structure: Interstate 70A, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 26,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 34,840 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 488.882, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 60.4m (198.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.3 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, 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
Structure Number: F-19-AI, Location: 10 MI E OF JCT US 36 (Lat: 39.738108, Lng: -104.456672), Route carried "on" structure: Interstate 70A, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 26,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 34,840 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 488.882, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 60.4m (198.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.3 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, 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
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Structure Number: F-19-AK, Location: 1 MI W OF BENNETT INTRC (Lat: 39.738114, Lng: -104.456458), Route carried "on" structure: Interstate 70A, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 26,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 34,840 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 488.901, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.3 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, 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
Structure Number: F-19-AK, Location: 1 MI W OF BENNETT INTRC (Lat: 39.738114, Lng: -104.456458), Route carried "on" structure: Interstate 70A, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 26,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 34,840 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 488.901, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.3 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, 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
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Structure Number: F-19-AL, Location: 2 MI W OF JCT SH 79 (Lat: 39.738389, Lng: -104.471094), Route carried "on" structure: Interstate 70A, Year Built: 1960, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 17,420 (year 2040), Design Load: HS 20, Features Intersected: COUNTY ROADS 31N,125, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 487.646, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-19-AL, Location: 2 MI W OF JCT SH 79 (Lat: 39.738389, Lng: -104.471094), Route carried "on" structure: Interstate 70A, Year Built: 1960, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 17,420 (year 2040), Design Load: HS 20, Features Intersected: COUNTY ROADS 31N,125, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 487.646, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F-19-AM, Location: 9.4 MI E OF JCT US 36 (Lat: 39.738139, Lng: -104.471097), Route carried "on" structure: Interstate 70A, Year Built: 1960, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 17,420 (year 2040), Design Load: HS 20, Features Intersected: COUNTY ROADS 31N,125, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 487.646, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-19-AM, Location: 9.4 MI E OF JCT US 36 (Lat: 39.738139, Lng: -104.471097), Route carried "on" structure: Interstate 70A, Year Built: 1960, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 17,420 (year 2040), Design Load: HS 20, Features Intersected: COUNTY ROADS 31N,125, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 487.646, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F-19-BF, Location: 0.7 MI E OF JCT SH 79 (Lat: 39.738278, Lng: -104.421417), Route carried "on" structure: Interstate 70A, Year Built: 1992, Status: Open, Structure Length: 15.91m (52.20ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 14,070 (year 2040), Design Load: HS 20+Mod, Features Intersected: KIOWA CREEK, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 491.899, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-19-BF, Location: 0.7 MI E OF JCT SH 79 (Lat: 39.738278, Lng: -104.421417), Route carried "on" structure: Interstate 70A, Year Built: 1992, Status: Open, Structure Length: 15.91m (52.20ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 14,070 (year 2040), Design Load: HS 20+Mod, Features Intersected: KIOWA CREEK, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 491.899, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F-19-BG, Location: 0.7 MI E OF JCT SH 79 (Lat: 39.738036, Lng: -104.421419), Route carried "on" structure: Interstate 70A, Year Built: 1991, Status: Open, Structure Length: 15.91m (52.20ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 14,070 (year 2040), Design Load: HS 20+Mod, Features Intersected: KIOWA CREEK, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 491.899, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-19-BG, Location: 0.7 MI E OF JCT SH 79 (Lat: 39.738036, Lng: -104.421419), Route carried "on" structure: Interstate 70A, Year Built: 1991, Status: Open, Structure Length: 15.91m (52.20ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 14,070 (year 2040), Design Load: HS 20+Mod, Features Intersected: KIOWA CREEK, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 491.899, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F-19-AF, Location: 1 MI E OF JCT SH 79 (Lat: 39.737883, Lng: -104.414489), Route carried "under" structure: Interstate 70A, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 1,555 (year 2016), Truck Traffic: 20%, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 4.905, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: F-19-AF, Location: 1 MI E OF JCT SH 79 (Lat: 39.737883, Lng: -104.414489), Route carried "under" structure: Interstate 70A, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 1,555 (year 2016), Truck Traffic: 20%, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 4.905, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: F-19-AG, Location: 11.4 MI E OF JCT US 36 (Lat: 39.737933, Lng: -104.433339), Route carried "under" structure: Interstate 70A, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2018), Truck Traffic: 20%, Features Intersected: I 70 ML, Facility Carried by Structure: SH 79 ML
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 489.715, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.0m (65.6ft)
Structure Number: F-19-AG, Location: 11.4 MI E OF JCT US 36 (Lat: 39.737933, Lng: -104.433339), Route carried "under" structure: Interstate 70A, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2018), Truck Traffic: 20%, Features Intersected: I 70 ML, Facility Carried by Structure: SH 79 ML
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 489.715, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.0m (65.6ft)
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Structure Number: F-19-AH, Location: 1.4 MI E OF JCT SH 79 (Lat: 39.737242, Lng: -104.406719), Route carried "under" structure: Interstate 70A, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 982 (year 2016), Truck Traffic: 20%, Features Intersected: I 70 ML, Facility Carried by Structure: RAMP TO US 36 EBND
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 492.006, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: F-19-AH, Location: 1.4 MI E OF JCT SH 79 (Lat: 39.737242, Lng: -104.406719), Route carried "under" structure: Interstate 70A, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 982 (year 2016), Truck Traffic: 20%, Features Intersected: I 70 ML, Facility Carried by Structure: RAMP TO US 36 EBND
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 492.006, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 28.0m (91.9ft)