Bridge Statistics for Genesee, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 207ft / 63.2mTotal length
- $2,837,000Total costs
- 187,953Total average daily traffic
- 10,953Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Genesee
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31950-1959
- 81970-1979
- 31990-1999
- Bridge Condition - Deck
- 66.7%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 22.2%Good
- 44.4%Satisfactory
- 33.3%Fair
- Bridge Condition - Substructure
- 55.6%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 60.0%Very good
- 40.0%Good
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Structure Number: F-15-AC, Location: 2 MI SE OF KITTREDGE (Lat: 39.666669, Lng: -105.275767), Route carried "on" structure: State highway 74A, Year Built: 1999, Status: Open, Structure Length: 6.63m (21.75ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,399 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLD SPRING GULCH, Facility Carried by Structure: SH 74 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.154, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-15-AC, Location: 2 MI SE OF KITTREDGE (Lat: 39.666669, Lng: -105.275767), Route carried "on" structure: State highway 74A, Year Built: 1999, Status: Open, Structure Length: 6.63m (21.75ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,399 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLD SPRING GULCH, Facility Carried by Structure: SH 74 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.154, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F-15-AE, Location: 4.3 MI E OF JCT SH 74 (Lat: 39.703589, Lng: -105.250792), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 7.21m (23.65ft), Average Daily Traffic: 6,272 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 7,212 (year 2041), Design Load: HS 20, Features Intersected: I 70 ML, Facility Carried by Structure: LOOKOUT MOUNTAIN R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.922, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 28.8 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: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-15-AE, Location: 4.3 MI E OF JCT SH 74 (Lat: 39.703589, Lng: -105.250792), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 7.21m (23.65ft), Average Daily Traffic: 6,272 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 7,212 (year 2041), Design Load: HS 20, Features Intersected: I 70 ML, Facility Carried by Structure: LOOKOUT MOUNTAIN R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.922, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 28.8 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: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-15-BA, Location: 6.9 MI E OF JCT SH 119 (Lat: 39.743672, Lng: -105.298164), Route carried "on" structure: US 6G, Year Built: 1950, Year Reconstructed: 2006, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,175 (year 2040), Design Load: H 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.279, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $341,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: F-15-BA, Location: 6.9 MI E OF JCT SH 119 (Lat: 39.743672, Lng: -105.298164), Route carried "on" structure: US 6G, Year Built: 1950, Year Reconstructed: 2006, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,175 (year 2040), Design Load: H 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.279, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.06m (16.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $341,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: F-15-BB, Location: 7.3 MI E OF JCT I 70 (Lat: 39.743689, Lng: -105.291244), Route carried "on" structure: US 6G, Year Built: 1949, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,175 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.983, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: F-15-BB, Location: 7.3 MI E OF JCT I 70 (Lat: 39.743689, Lng: -105.291244), Route carried "on" structure: US 6G, Year Built: 1949, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,175 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.983, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: F-15-BC, Location: 5.1 MI E OF JCT SH 119 (Lat: 39.737617, Lng: -105.318958), Route carried "on" structure: US 6G, Year Built: 1950, Year Reconstructed: 2006, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,175 (year 2040), Design Load: H 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.351, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,003,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,504,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-15-BC, Location: 5.1 MI E OF JCT SH 119 (Lat: 39.737617, Lng: -105.318958), Route carried "on" structure: US 6G, Year Built: 1950, Year Reconstructed: 2006, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,175 (year 2040), Design Load: H 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.351, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,003,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,504,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-15-CF, Location: AT JCT I 70 EL RANCHO (Lat: 39.702978, Lng: -105.329258), Route carried "on" structure: State highway 74A, Year Built: 1973, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 17,120 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 70 ML, Facility Carried by Structure: SH 74 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.033, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-15-CF, Location: AT JCT I 70 EL RANCHO (Lat: 39.702978, Lng: -105.329258), Route carried "on" structure: State highway 74A, Year Built: 1973, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 17,120 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 70 ML, Facility Carried by Structure: SH 74 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.033, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-15-CH, Location: 0.6 MI E OF JCT SH 74 (Lat: 39.711297, Lng: -105.316228), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 913 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,049 (year 2041), Design Load: HS 20+Mod, Features Intersected: I 70 ML, Facility Carried by Structure: CO RD CHIEF HOSA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-15-CH, Location: 0.6 MI E OF JCT SH 74 (Lat: 39.711297, Lng: -105.316228), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 913 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,049 (year 2041), Design Load: HS 20+Mod, Features Intersected: I 70 ML, Facility Carried by Structure: CO RD CHIEF HOSA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-15-CI, Location: 1.8 MI E OF JCT SH 74 (Lat: 39.709847, Lng: -105.294753), Route carried "on" structure: US 40C, Year Built: 1970, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,484 (year 2038), Design Load: HS 20+Mod, Features Intersected: I 70 ML, Facility Carried by Structure: US 40 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-15-CI, Location: 1.8 MI E OF JCT SH 74 (Lat: 39.709847, Lng: -105.294753), Route carried "on" structure: US 40C, Year Built: 1970, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,484 (year 2038), Design Load: HS 20+Mod, Features Intersected: I 70 ML, Facility Carried by Structure: US 40 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-15-CT, Location: 20 MI. W. OF DENVER (Lat: 39.702592, Lng: -105.328575), Route carried "on" structure: Ramp State highway 74A, Year Built: 1993, Status: Open, Structure Length: 12.83m (42.09ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 8,560 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 70 ML R, Facility Carried by Structure: RAMP TO SH 74 SBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.626, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 66.1m (216.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-15-CT, Location: 20 MI. W. OF DENVER (Lat: 39.702592, Lng: -105.328575), Route carried "on" structure: Ramp State highway 74A, Year Built: 1993, Status: Open, Structure Length: 12.83m (42.09ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 8,560 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 70 ML R, Facility Carried by Structure: RAMP TO SH 74 SBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.626, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 66.1m (216.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F-15-L, Location: 4.3 MI E OF JCT SH 119 (Lat: 39.741700, Lng: -105.331719), Route carried "on" structure: US 6G, Year Built: 1950, Year Reconstructed: 2006, Status: Open, Structure Length: 3.33m (10.93ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,175 (year 2040), Design Load: H 20, Features Intersected: ELK CREEK, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.123, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.68m (18.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $662,000, Roadway Improvement Cost: $66,000, Total Project Cost: $992,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-15-L, Location: 4.3 MI E OF JCT SH 119 (Lat: 39.741700, Lng: -105.331719), Route carried "on" structure: US 6G, Year Built: 1950, Year Reconstructed: 2006, Status: Open, Structure Length: 3.33m (10.93ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,175 (year 2040), Design Load: H 20, Features Intersected: ELK CREEK, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.123, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.68m (18.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $662,000, Roadway Improvement Cost: $66,000, Total Project Cost: $992,000, 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-15-AE, Location: 4.3 MI E OF JCT SH 74 (Lat: 39.703589, Lng: -105.250792), Route carried "under" structure: Interstate 70A, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 470 (year 2018), Truck Traffic: 5%, Features Intersected: I 70 ML, Facility Carried by Structure: LOOKOUT MOUNTAIN R
Minimum Vertical Clearance: 6.68m (21.92ft), Kilometerpoint: 4.921, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: F-15-AE, Location: 4.3 MI E OF JCT SH 74 (Lat: 39.703589, Lng: -105.250792), Route carried "under" structure: Interstate 70A, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 470 (year 2018), Truck Traffic: 5%, Features Intersected: I 70 ML, Facility Carried by Structure: LOOKOUT MOUNTAIN R
Minimum Vertical Clearance: 6.68m (21.92ft), Kilometerpoint: 4.921, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: F-15-CF, Location: AT JCT I 70 EL RANCHO (Lat: 39.702978, Lng: -105.329258), Route carried "under" structure: Interstate 70A, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2011), Truck Traffic: 8%, Features Intersected: I 70 ML, Facility Carried by Structure: SH 74 ML
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 404.371, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: F-15-CF, Location: AT JCT I 70 EL RANCHO (Lat: 39.702978, Lng: -105.329258), Route carried "under" structure: Interstate 70A, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 46,000 (year 2011), Truck Traffic: 8%, Features Intersected: I 70 ML, Facility Carried by Structure: SH 74 ML
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 404.371, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: F-15-CH, Location: 0.6 MI E OF JCT SH 74 (Lat: 39.711297, Lng: -105.316228), Route carried "under" structure: Interstate 70A, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 450 (year 2018), Truck Traffic: 7%, Features Intersected: I 70 ML, Facility Carried by Structure: CO RD CHIEF HOSA
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.142, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: F-15-CH, Location: 0.6 MI E OF JCT SH 74 (Lat: 39.711297, Lng: -105.316228), Route carried "under" structure: Interstate 70A, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 450 (year 2018), Truck Traffic: 7%, Features Intersected: I 70 ML, Facility Carried by Structure: CO RD CHIEF HOSA
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.142, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: F-15-CI, Location: 1.8 MI E OF JCT SH 74 (Lat: 39.709847, Lng: -105.294753), Route carried "under" structure: Interstate 70A, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 62,000 (year 2011), Truck Traffic: 5%, Features Intersected: I 70 ML, Facility Carried by Structure: US 40 ML
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 408.030, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 54.9m (180.1ft)
Structure Number: F-15-CI, Location: 1.8 MI E OF JCT SH 74 (Lat: 39.709847, Lng: -105.294753), Route carried "under" structure: Interstate 70A, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 62,000 (year 2011), Truck Traffic: 5%, Features Intersected: I 70 ML, Facility Carried by Structure: US 40 ML
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 408.030, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 54.9m (180.1ft)
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Structure Number: F-15-CT, Location: 20 MI. W. OF DENVER (Lat: 39.702592, Lng: -105.328575), Route carried "under" structure: Interstate 70A, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 12,248 (year 2016), Truck Traffic: 7%, Features Intersected: I 70 ML R, Facility Carried by Structure: RAMP TO SH 74 SBND
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 404.535, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 66.1m (216.9ft)
Structure Number: F-15-CT, Location: 20 MI. W. OF DENVER (Lat: 39.702592, Lng: -105.328575), Route carried "under" structure: Interstate 70A, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 12,248 (year 2016), Truck Traffic: 7%, Features Intersected: I 70 ML R, Facility Carried by Structure: RAMP TO SH 74 SBND
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 404.535, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 66.1m (216.9ft)