Bridge Statistics for Palisade, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 390ft / 119mTotal length
- $290,000Total costs
- 82,386Total average daily traffic
- 9,004Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Palisade
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 21950-1959
- 111960-1969
- 51980-1989
- 31990-1999
- 42000-2009
- 22010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 50.0%Good
- 22.7%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 40.9%Good
- 40.9%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 13.6%Very good
- 40.9%Good
- 22.7%Satisfactory
- 22.7%Fair
- Bridge Condition - Channel
- 21.7%Very good
- 39.1%Good
- 30.4%Satisfactory
- 8.7%Fair
- Bridge Condition - Culverts
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Fair
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Structure Number: H-03-AY, Location: 3.0 MI E OF PALISADE (Lat: 39.122064, Lng: -108.323372), Route carried "on" structure: Interstate 70A, Year Built: 1962, Year Reconstructed: 1985, Status: Open, Structure Length: 34.36m (112.73ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 23,040 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 6 ML, COLORADO RIVER, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.372, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 8, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: H-03-AY, Location: 3.0 MI E OF PALISADE (Lat: 39.122064, Lng: -108.323372), Route carried "on" structure: Interstate 70A, Year Built: 1962, Year Reconstructed: 1985, Status: Open, Structure Length: 34.36m (112.73ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 23,040 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 6 ML, COLORADO RIVER, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.372, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 8, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: H-03-AZ, Location: CAMEO TRUCK STOP (Lat: 39.159781, Lng: -108.301058), Route carried "on" structure: ServiceCity street , Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 664 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,003 (year 2034), Design Load: H 20, Features Intersected: I 70 ML AR, Facility Carried by Structure: PARK ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.025, 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: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: H-03-AZ, Location: CAMEO TRUCK STOP (Lat: 39.159781, Lng: -108.301058), Route carried "on" structure: ServiceCity street , Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 664 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,003 (year 2034), Design Load: H 20, Features Intersected: I 70 ML AR, Facility Carried by Structure: PARK ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.025, 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: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: H-03-BC, Location: 16.6 MI E OF JCT US 6 ML (Lat: 39.117586, Lng: -108.359306), Route carried "on" structure: Interstate 70A, Year Built: 1963, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 11,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 15,410 (year 2040), Design Load: HS 20, Features Intersected: COUNTY ROAD 37.5, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.958, 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: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H-03-BC, Location: 16.6 MI E OF JCT US 6 ML (Lat: 39.117586, Lng: -108.359306), Route carried "on" structure: Interstate 70A, Year Built: 1963, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 11,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 15,410 (year 2040), Design Load: HS 20, Features Intersected: COUNTY ROAD 37.5, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.958, 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: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: H-03-BY, Location: 1.3 MI E OF JCT US 6 ML (Lat: 39.143281, Lng: -108.315328), Route carried "on" structure: ServiceInterstate 70A, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 11,520 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 70 FRONTAGE ROAD, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.038, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H-03-BY, Location: 1.3 MI E OF JCT US 6 ML (Lat: 39.143281, Lng: -108.315328), Route carried "on" structure: ServiceInterstate 70A, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 11,520 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 70 FRONTAGE ROAD, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.038, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: H-03-BZ, Location: 12.6 MI W OF JCT SH 65 ML (Lat: 39.143292, Lng: -108.315542), Route carried "on" structure: ServiceInterstate 70A, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 11,520 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 70 FRONTAGE ROAD, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.042, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: H-03-BZ, Location: 12.6 MI W OF JCT SH 65 ML (Lat: 39.143292, Lng: -108.315542), Route carried "on" structure: ServiceInterstate 70A, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 11,520 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 70 FRONTAGE ROAD, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.042, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: H-03-E, Location: IN PALISADE (Lat: 39.106042, Lng: -108.350117), Route carried "on" structure: US 6C, Year Built: 1949, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,103 (year 2040), Design Load: H 15, Features Intersected: COLORADO RIVER, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.299, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: H-03-E, Location: IN PALISADE (Lat: 39.106042, Lng: -108.350117), Route carried "on" structure: US 6C, Year Built: 1949, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,103 (year 2040), Design Load: H 15, Features Intersected: COLORADO RIVER, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.299, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H-03-G, Location: 0.4 MI E OF JCT US 6 ML (Lat: 39.131547, Lng: -108.323756), Route carried "on" structure: Interstate 70A, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 23,040 (year 2040), Design Load: HS 20, Features Intersected: RAPID CREEK, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.510, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), 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: 23.5m (77.1ft)
Condition: Channel: Satisfactory, 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: March 2020
Structure Number: H-03-G, Location: 0.4 MI E OF JCT US 6 ML (Lat: 39.131547, Lng: -108.323756), Route carried "on" structure: Interstate 70A, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 23,040 (year 2040), Design Load: HS 20, Features Intersected: RAPID CREEK, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.510, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), 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: 23.5m (77.1ft)
Condition: Channel: Satisfactory, 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: March 2020
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Structure Number: H-03-R, Location: 1 MI E OF PALISADE (Lat: 39.108722, Lng: -108.328000), Route carried "on" structure: US 6C, Year Built: 1951, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,272 (year 2040), Design Load: HS 20, Features Intersected: WARSON CREEK, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.272, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: H-03-R, Location: 1 MI E OF PALISADE (Lat: 39.108722, Lng: -108.328000), Route carried "on" structure: US 6C, Year Built: 1951, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,272 (year 2040), Design Load: HS 20, Features Intersected: WARSON CREEK, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.272, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: MESA-35-F.01, Location: ROAD F (Lat: 39.092389, Lng: -108.403833), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 331 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2038), Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.845, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-35-F.01, Location: ROAD F (Lat: 39.092389, Lng: -108.403833), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 331 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2038), Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.845, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-35.3-G.5A, Location: .5 MI N OF RD G (Lat: 39.111194, Lng: -108.397444), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 239 (year 2018), Average Future Daily Traffic: 361 (year 2038), Features Intersected: GOVT. HIGHLINE CANAL, Facility Carried by Structure: COUNTY ROAD 35.3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.4 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $155,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-35.3-G.5A, Location: .5 MI N OF RD G (Lat: 39.111194, Lng: -108.397444), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 239 (year 2018), Average Future Daily Traffic: 361 (year 2038), Features Intersected: GOVT. HIGHLINE CANAL, Facility Carried by Structure: COUNTY ROAD 35.3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.4 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $155,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-35.5-F.4A, Location: .6 MI S OF US 6 (Lat: 39.097028, Lng: -108.394556), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 72 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 109 (year 2038), Design Load: HS 20, Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD 35.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-35.5-F.4A, Location: .6 MI S OF US 6 (Lat: 39.097028, Lng: -108.394556), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 72 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 109 (year 2038), Design Load: HS 20, Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD 35.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-36-E.38, Location: 0.1 MI N OF RD E.25 (Lat: 39.082611, Lng: -108.384944), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 269 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 406 (year 2038), Design Load: HS 20, Features Intersected: ORCHARD MESA CANAL NO. 1, Facility Carried by Structure: COUNTY ROAD 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.211, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Superior 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: Febuary 2020
Structure Number: MESA-36-E.38, Location: 0.1 MI N OF RD E.25 (Lat: 39.082611, Lng: -108.384944), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 269 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 406 (year 2038), Design Load: HS 20, Features Intersected: ORCHARD MESA CANAL NO. 1, Facility Carried by Structure: COUNTY ROAD 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.211, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Superior 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: Febuary 2020
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Structure Number: MESA-36.25-F.5, Location: .5 MI S OF US 6 (Lat: 39.100444, Lng: -108.380194), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 113 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 170 (year 2038), Design Load: HS 20, Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD 36.25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.020, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $12,000, Total Project Cost: $135,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-36.25-F.5, Location: .5 MI S OF US 6 (Lat: 39.100444, Lng: -108.380194), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 113 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 170 (year 2038), Design Load: HS 20, Features Intersected: GRAND VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD 36.25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.020, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $12,000, Total Project Cost: $135,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-36.3-G.8A, Location: .8 MI N OF RD G (Lat: 39.117917, Lng: -108.378806), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 82 (year 2018), Average Future Daily Traffic: 123 (year 2038), Design Load: HS 25 or greater, Features Intersected: GOVT HIGHLINE CANAL, Facility Carried by Structure: COUNTY ROAD 36.3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.326, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: MESA-36.3-G.8A, Location: .8 MI N OF RD G (Lat: 39.117917, Lng: -108.378806), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 82 (year 2018), Average Future Daily Traffic: 123 (year 2038), Design Load: HS 25 or greater, Features Intersected: GOVT HIGHLINE CANAL, Facility Carried by Structure: COUNTY ROAD 36.3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.326, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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: Febuary 2022, 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: MESA-36.75-E.05, Location: 2.5 SE OF PALISADE (Lat: 39.078056, Lng: -108.370944), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 97 (year 2018), Average Future Daily Traffic: 147 (year 2038), Design Load: HS 20, Features Intersected: ORCHARD MESA CANAL #2, Facility Carried by Structure: COUNTY ROAD 36.75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: MESA-36.75-E.05, Location: 2.5 SE OF PALISADE (Lat: 39.078056, Lng: -108.370944), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 97 (year 2018), Average Future Daily Traffic: 147 (year 2038), Design Load: HS 20, Features Intersected: ORCHARD MESA CANAL #2, Facility Carried by Structure: COUNTY ROAD 36.75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: MESA-37.3-G.68, Location: JUST S OF RD H (Lat: 39.115694, Lng: -108.360083), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 4,535 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 6,848 (year 2038), Features Intersected: GOVT. HIGHLINE CANAL, Facility Carried by Structure: CR 37.3/ELBERTA AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.217, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: MESA-37.3-G.68, Location: JUST S OF RD H (Lat: 39.115694, Lng: -108.360083), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 4,535 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 6,848 (year 2038), Features Intersected: GOVT. HIGHLINE CANAL, Facility Carried by Structure: CR 37.3/ELBERTA AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.217, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: MESA-37.7-G.7A, Location: JUST N OF RD G.7 (Lat: 39.115222, Lng: -108.348528), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 204 (year 2018), Average Future Daily Traffic: 309 (year 2038), Design Load: HS 20, Features Intersected: GOVT. HIGHLINE CANAL, Facility Carried by Structure: CR 37.7/8 BOWER AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-37.7-G.7A, Location: JUST N OF RD G.7 (Lat: 39.115222, Lng: -108.348528), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 204 (year 2018), Average Future Daily Traffic: 309 (year 2038), Design Load: HS 20, Features Intersected: GOVT. HIGHLINE CANAL, Facility Carried by Structure: CR 37.7/8 BOWER AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-38.05-F.7A, Location: .3 MI S OF US 6 (Lat: 39.101500, Lng: -108.346889), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,664 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,513 (year 2038), Design Load: HS 20, Features Intersected: ORCHARD MESA CANAL, Facility Carried by Structure: COUNTY ROAD 38.05
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.921, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: MESA-38.05-F.7A, Location: .3 MI S OF US 6 (Lat: 39.101500, Lng: -108.346889), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,664 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,513 (year 2038), Design Load: HS 20, Features Intersected: ORCHARD MESA CANAL, Facility Carried by Structure: COUNTY ROAD 38.05
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.921, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: MESA-38.8-F.9A, Location: .1 MI S OF US 6 (Lat: 39.105361, Lng: -108.334278), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 319 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 481 (year 2038), Features Intersected: ORCHARD MESA CANAL, Facility Carried by Structure: COUNTY ROAD 38.8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.443, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: MESA-38.8-F.9A, Location: .1 MI S OF US 6 (Lat: 39.105361, Lng: -108.334278), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 319 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 481 (year 2038), Features Intersected: ORCHARD MESA CANAL, Facility Carried by Structure: COUNTY ROAD 38.8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.443, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: MESA-F.25-37.9B, Location: 0.1 MI W OF RD 38 (Lat: 39.095278, Lng: -108.350556), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,299 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,962 (year 2038), Design Load: HS 20, Features Intersected: ORCHARD MESA CANAL NO. 2, Facility Carried by Structure: COUNTY ROAD F.25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.843, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-F.25-37.9B, Location: 0.1 MI W OF RD 38 (Lat: 39.095278, Lng: -108.350556), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,299 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,962 (year 2038), Design Load: HS 20, Features Intersected: ORCHARD MESA CANAL NO. 2, Facility Carried by Structure: COUNTY ROAD F.25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.843, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-G-38.9A, Location: JUST E OF RD 38.75 (Lat: 39.106111, Lng: -108.333417), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 102 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 154 (year 2038), Features Intersected: ORCHARD MESA CANAL, Facility Carried by Structure: COUNTY ROAD G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.082, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: MESA-G-38.9A, Location: JUST E OF RD 38.75 (Lat: 39.106111, Lng: -108.333417), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 102 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 154 (year 2038), Features Intersected: ORCHARD MESA CANAL, Facility Carried by Structure: COUNTY ROAD G
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.082, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: MESA-G.2-39.4A, Location: JUST EAST OF CTY RD 39.4 (Lat: 39.108944, Lng: -108.323528), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2038), Design Load: HL 93, Features Intersected: ORCHARD MESA CANAL, Facility Carried by Structure: COUNTY ROAD G.2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.298, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 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: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: MESA-G.2-39.4A, Location: JUST EAST OF CTY RD 39.4 (Lat: 39.108944, Lng: -108.323528), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2038), Design Load: HL 93, Features Intersected: ORCHARD MESA CANAL, Facility Carried by Structure: COUNTY ROAD G.2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.298, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 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: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, 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: MESA-G.7-35.7A, Location: .3 MI W OF RD 36.3 (Lat: 39.115944, Lng: -108.385250), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 124 (year 2018), Average Future Daily Traffic: 188 (year 2038), Design Load: HS 20, Features Intersected: GOVT HIGHLINE CANAL, Facility Carried by Structure: COUNTY ROAD G.7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.248, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-G.7-35.7A, Location: .3 MI W OF RD 36.3 (Lat: 39.115944, Lng: -108.385250), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 124 (year 2018), Average Future Daily Traffic: 188 (year 2038), Design Load: HS 20, Features Intersected: GOVT HIGHLINE CANAL, Facility Carried by Structure: COUNTY ROAD G.7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.248, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-G.7-36.4, Location: .1 MI E OF RD 36.30 (Lat: 39.115917, Lng: -108.376889), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 331 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 499 (year 2038), Features Intersected: PRICE DITCH, Facility Carried by Structure: COUNTY ROAD G.7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Channel: Good, Culverts: Good, 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: Better than 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: Febuary 2022
Structure Number: MESA-G.7-36.4, Location: .1 MI E OF RD 36.30 (Lat: 39.115917, Lng: -108.376889), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 331 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 499 (year 2038), Features Intersected: PRICE DITCH, Facility Carried by Structure: COUNTY ROAD G.7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Channel: Good, Culverts: Good, 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: Better than 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: Febuary 2022
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Structure Number: MESA-G.8-39.1, Location: JUST S OF US 6 (Lat: 39.120639, Lng: -108.321750), Route carried "on" structure: County highway , Year Built: 1937, Status: Posted for load-capacity, Structure Length: 11.86m (38.91ft), Average Daily Traffic: 390 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 588 (year 2038), Design Load: H 15, Features Intersected: COLORADO RIVER, Facility Carried by Structure: COUNTY ROAD G.8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.838, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 27.8m (91.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present 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, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MESA-G.8-39.1, Location: JUST S OF US 6 (Lat: 39.120639, Lng: -108.321750), Route carried "on" structure: County highway , Year Built: 1937, Status: Posted for load-capacity, Structure Length: 11.86m (38.91ft), Average Daily Traffic: 390 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 588 (year 2038), Design Load: H 15, Features Intersected: COLORADO RIVER, Facility Carried by Structure: COUNTY ROAD G.8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.838, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 27.8m (91.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present 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, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MESA-I.9-39.2A, Location: AT CAMEO (Lat: 39.149428, Lng: -108.318522), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 125 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 189 (year 2038), Design Load: HL 93, Features Intersected: GOVNMENT HIGHLINE CANAL, Facility Carried by Structure: COUNTY ROAD I.9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.447, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: MESA-I.9-39.2A, Location: AT CAMEO (Lat: 39.149428, Lng: -108.318522), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 125 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 189 (year 2038), Design Load: HL 93, Features Intersected: GOVNMENT HIGHLINE CANAL, Facility Carried by Structure: COUNTY ROAD I.9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.447, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, 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: MESA-I.9-39.4A, Location: AT CAMEO POWER PLANT (Lat: 39.148583, Lng: -108.315083), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 296 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 447 (year 2038), Design Load: HS 20, Features Intersected: COLORADO RIVER, Facility Carried by Structure: COUNTY ROAD I.9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.0m (137.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: MESA-I.9-39.4A, Location: AT CAMEO POWER PLANT (Lat: 39.148583, Lng: -108.315083), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 296 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 447 (year 2038), Design Load: HS 20, Features Intersected: COLORADO RIVER, Facility Carried by Structure: COUNTY ROAD I.9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.0m (137.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: April 2020, 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: H-03-AY, Location: 3.0 MI E OF PALISADE (Lat: 39.122064, Lng: -108.323372), Route carried "under" structure: Ramp US 6C, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 6%, Features Intersected: US 6 ML, COLORADO RIVER, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 73.970, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: H-03-AY, Location: 3.0 MI E OF PALISADE (Lat: 39.122064, Lng: -108.323372), Route carried "under" structure: Ramp US 6C, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 6%, Features Intersected: US 6 ML, COLORADO RIVER, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 73.970, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: H-03-AZ, Location: CAMEO TRUCK STOP (Lat: 39.159781, Lng: -108.301058), Route carried "under" structure: Interstate 70A, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 480 (year 2018), Truck Traffic: 13%, Features Intersected: I 70 ML AR, Facility Carried by Structure: PARK ACCESS ROAD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: H-03-AZ, Location: CAMEO TRUCK STOP (Lat: 39.159781, Lng: -108.301058), Route carried "under" structure: Interstate 70A, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 480 (year 2018), Truck Traffic: 13%, Features Intersected: I 70 ML AR, Facility Carried by Structure: PARK ACCESS ROAD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.8m (51.8ft)