Bridge Statistics for Flagler, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 128ft / 39.5mTotal length
- 67,732Total average daily traffic
- 13,327Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Flagler
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 81970-1979
- 11980-1989
- Bridge Condition - Deck
- 37.5%Good
- 37.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 37.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 12.5%Good
- 75.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 57.1%Very good
- 42.9%Good
Find on map >> Show street view
Structure Number: G-24-J, Location: 3.1 MI E. OF FLAGLER (Lat: 39.274436, Lng: -103.006619), Route carried "on" structure: Interstate 70A, Year Built: 1975, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 5,900 (year 2040), Design Load: HS 20, Features Intersected: REPUBLICAN RIVER, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 641.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up
Structure Number: G-24-J, Location: 3.1 MI E. OF FLAGLER (Lat: 39.274436, Lng: -103.006619), Route carried "on" structure: Interstate 70A, Year Built: 1975, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 5,900 (year 2040), Design Load: HS 20, Features Intersected: REPUBLICAN RIVER, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 641.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up
Find on map >> Show street view
Structure Number: G-24-P, Location: 6.7 MI E. OF ARRIBA (Lat: 39.286564, Lng: -103.156514), Route carried "on" structure: Interstate 70A, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,400 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 9,828 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: I 70 ML+FRONT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 627.915, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), 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: 86.4m (283.5ft)
Condition: Channel: Very 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 48 months, Inspection Date: September 2021
Structure Number: G-24-P, Location: 6.7 MI E. OF ARRIBA (Lat: 39.286564, Lng: -103.156514), Route carried "on" structure: Interstate 70A, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,400 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 9,828 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: I 70 ML+FRONT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 627.915, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), 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: 86.4m (283.5ft)
Condition: Channel: Very 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 48 months, Inspection Date: September 2021
Find on map >> Show street view
Structure Number: G-24-Q, Location: Flagler Interchange (Lat: 39.285506, Lng: -103.061586), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,938 (year 2034), Design Load: HS 20, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.520, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 29.2 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: 16.2 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: G-24-Q, Location: Flagler Interchange (Lat: 39.285506, Lng: -103.061586), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,938 (year 2034), Design Load: HS 20, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.520, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 29.2 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: 16.2 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: G-24-T, Location: 3.1 MI E. OF FLAGLER (Lat: 39.274211, Lng: -103.006636), Route carried "on" structure: ServiceInterstate 70A, Year Built: 1975, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: HS 20, Features Intersected: REPUBLICAN RIVER SR, Facility Carried by Structure: I 70 FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.157, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: G-24-T, Location: 3.1 MI E. OF FLAGLER (Lat: 39.274211, Lng: -103.006636), Route carried "on" structure: ServiceInterstate 70A, Year Built: 1975, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: HS 20, Features Intersected: REPUBLICAN RIVER SR, Facility Carried by Structure: I 70 FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.157, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: G-24-U, Location: 3.1 MI E OF FLAGLER (Lat: 39.274689, Lng: -103.006606), Route carried "on" structure: Interstate 70A, Year Built: 1975, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 5,900 (year 2040), Design Load: HS 20, Features Intersected: REPUBLICAN RIVER, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 641.039, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up
Structure Number: G-24-U, Location: 3.1 MI E OF FLAGLER (Lat: 39.274689, Lng: -103.006606), Route carried "on" structure: Interstate 70A, Year Built: 1975, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 5,900 (year 2040), Design Load: HS 20, Features Intersected: REPUBLICAN RIVER, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 641.039, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up
Find on map >> Show street view
Structure Number: G-24-Z, Location: 2.0 MI W. OF FLAGLER (Lat: 39.287022, Lng: -103.099028), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 9,500 (year 2018), Average Future Daily Traffic: 19 (year 2034), Design Load: HS 20+Mod, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.608, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: G-24-Z, Location: 2.0 MI W. OF FLAGLER (Lat: 39.287022, Lng: -103.099028), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 9,500 (year 2018), Average Future Daily Traffic: 19 (year 2034), Design Load: HS 20+Mod, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.608, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: KITC-04-1.00-01, Location: 1.0 MILES NORTH OF ROAD V (Lat: 39.316389, Lng: -103.080556), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 215 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 316 (year 2037), Features Intersected: DUCK CREEK, Facility Carried by Structure: COUNTY ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.589, 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: 5.7m (18.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: KITC-04-1.00-01, Location: 1.0 MILES NORTH OF ROAD V (Lat: 39.316389, Lng: -103.080556), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 215 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 316 (year 2037), Features Intersected: DUCK CREEK, Facility Carried by Structure: COUNTY ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.589, 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: 5.7m (18.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: KITC-06-2.30-01, Location: 2.3 MILES NORTH OF ROAD V (Lat: 39.336778, Lng: -103.043361), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 93 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 137 (year 2037), Features Intersected: DUCK CREEK, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.523, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: KITC-06-2.30-01, Location: 2.3 MILES NORTH OF ROAD V (Lat: 39.336778, Lng: -103.043361), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 93 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 137 (year 2037), Features Intersected: DUCK CREEK, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.523, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: KITC-0R-0.80A01, Location: 0.8 MILES EAST OF ROAD 5 (Lat: 39.243889, Lng: -103.047222), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 24 (year 2017), Average Future Daily Traffic: 35 (year 2037), Design Load: HS 20, Features Intersected: S.FORK REPUBLICAN RIVER, Facility Carried by Structure: COUNTY ROAD R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.247, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: KITC-0R-0.80A01, Location: 0.8 MILES EAST OF ROAD 5 (Lat: 39.243889, Lng: -103.047222), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 24 (year 2017), Average Future Daily Traffic: 35 (year 2037), Design Load: HS 20, Features Intersected: S.FORK REPUBLICAN RIVER, Facility Carried by Structure: COUNTY ROAD R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.247, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: G-24-Q, Location: Flagler Interchange (Lat: 39.285506, Lng: -103.061586), Route carried "under" structure: Interstate 70A, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 26%, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD 5
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 17.519, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.5m (129.6ft)
Structure Number: G-24-Q, Location: Flagler Interchange (Lat: 39.285506, Lng: -103.061586), Route carried "under" structure: Interstate 70A, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 26%, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD 5
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 17.519, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.5m (129.6ft)
Find on map >> Show street view
Structure Number: G-24-Z, Location: 2.0 MI W. OF FLAGLER (Lat: 39.287022, Lng: -103.099028), Route carried "under" structure: Interstate 70A, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2018), Truck Traffic: 26%, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD 3
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 17.608, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: G-24-Z, Location: 2.0 MI W. OF FLAGLER (Lat: 39.287022, Lng: -103.099028), Route carried "under" structure: Interstate 70A, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2018), Truck Traffic: 26%, Features Intersected: I 70 ML, Facility Carried by Structure: COUNTY ROAD 3
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 17.608, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)