Bridge Statistics for Grand Junction, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: H-03-Z,  Location: 2.5 MI E OF GRAND JUNCTIO (Lat: 39.081592,  Lng: -108.477933),  Route carried "on" structure: Business State highway 70B,  Year Built: 1956,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 2.05m (6.73ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,980 (year 2040),  Design Load: HS 20,  Features Intersected: LEWIS WASH,  Facility Carried by Structure: I 70 BUSINESS RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.969,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.9 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MESA-21-H.4A,  Location: 0.4 MI N of HWY 6 (Lat: 39.125278,  Lng: -108.663889),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 1,362 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,056 (year 2038),  Design Load: HL 93,  Features Intersected: INDP RANCHMENS DITCH,  Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.504,  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: 9.0m (29.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 69.2m (227.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 47.6 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: 36.9 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: MESA-21-K.5A,  Location: .55 MI N OF RD K (Lat: 39.172722,  Lng: -108.663889),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 465 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 702 (year 2038),  Design Load: HS 20,  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.796,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Other

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Structure Number: MESA-22-J.9-A,  Location: 0.9 MILES N OF RD J (Lat: 39.162039,  Lng: -108.645247),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 462 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 697 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.532,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.0 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: 27.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable 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

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Structure Number: MESA-22-K.5A,  Location: .5 MI N OF RD K (Lat: 39.169667,  Lng: -108.645250),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 275 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 415 (year 2038),  Features Intersected: HUNTER WASH,  Facility Carried by Structure: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.199,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 9.7m (31.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MESA-23-I.25,  Location: .25 MI N OF RD I (Lat: 39.138806,  Lng: -108.626472),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 2,287 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,453 (year 2038),  Design Load: HS 20,  Features Intersected: PERSIGO WASH,  Facility Carried by Structure: COUNTY ROAD 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.994,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: MESA-23-I.9,  Location: .9 MI N OF RD I (Lat: 39.147250,  Lng: -108.626750),  Route carried "on" structure: County highway ,  Year Built: 1955,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 1,626 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,455 (year 2038),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD 23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.963,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: January 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MESA-23.5-I.4A,  Location: .4 MI N OF RD I (Lat: 39.140611,  Lng: -108.617389),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 37 (year 2018),  Average Future Daily Traffic: 56 (year 2038),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD 23.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.593,  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: 6.9m (22.6ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 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: January 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-24-H.8,  Location: .8 MI N OF RD H (Lat: 39.131750,  Lng: -108.608083),  Route carried "on" structure: County highway ,  Year Built: 1959,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,048 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,093 (year 2038),  Design Load: H 20,  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.196,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 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,  Inspection Date: January 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MESA-24-H.96A,  Location: AT INTERSECTION W/ RD I (Lat: 39.134861,  Lng: -108.608083),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,860 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,809 (year 2038),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.591,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.5 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: 49.6 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: Equal to present desirable 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MESA-24-I.05A,  Location: .1 MI N OF RD I (Lat: 39.136556,  Lng: -108.608056),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 2,231 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,369 (year 2038),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.763,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.6 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: 36.6 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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MESA-24-I.3A,  Location: .3 MI N OF RD I (Lat: 39.139278,  Lng: -108.608111),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 2,168 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,274 (year 2038),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.063,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.6 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: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MESA-24-I.4A,  Location: .4 MI N OF RD I (Lat: 39.141028,  Lng: -108.608056),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,171 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,279 (year 2038),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.256,  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: 9.3m (30.5ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 58.0 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MESA-24-J.6,  Location: 0.6 MI NORTH OF RD J (Lat: 39.157028,  Lng: -108.608083),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,369 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,067 (year 2038),  Design Load: HS 20,  Features Intersected: PERSIGO WASH,  Facility Carried by Structure: COUNTY ROAD 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.022,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: MESA-24.5-H.5A,  Location: .5 MI N OF RD H (Lat: 39.128944,  Lng: -108.598778),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 372 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 562 (year 2038),  Design Load: HS 20,  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD 24.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.743,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MESA-25-H.3A,  Location: .3 MI N OF RD H (Lat: 39.124581,  Lng: -108.589586),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,181 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,784 (year 2038),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD 25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.477,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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: January 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MESA-25-J.00A,  Location: .3 MI N OF RD 25 & J (Lat: 39.149917,  Lng: -108.586611),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 168 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 254 (year 2038),  Design Load: HS 20,  Features Intersected: GOVT. HIGHLINE CANAL,  Facility Carried by Structure: COUNTY ROAD 25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.535,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 70.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $228,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $251,000 ( Estimate for 2020),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MESA-29.5-E.63A,  Location: .63Mi N of US6 (Lat: 39.086014,  Lng: -108.515089),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 4,429 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,687 (year 2038),  Design Load: HL 93,  Features Intersected: Grand Valley Canal,  Facility Carried by Structure: Co Rd 29.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.993,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.8 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: 59.9 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: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MESA-G.5-25.6A,  Location: .6 MI E OF RD 25 (Lat: 39.113583,  Lng: -108.578167),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 809 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,222 (year 2038),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD G.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.035,  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: 7.4m (24.3ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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,  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-H-24.1,  Location: .1 MI E OF RD 24 (Lat: 39.120806,  Lng: -108.606333),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,422 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,147 (year 2038),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.690,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MESA-I-24.1,  Location: .1 MI E OF RD 24 (Lat: 39.135333,  Lng: -108.607139),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,443 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,179 (year 2038),  Design Load: HS 20,  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MESA-J-20.8A,  Location: .8 MI E OF RD 20 (Lat: 39.149833,  Lng: -108.668583),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 843 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,273 (year 2038),  Design Load: HS 20,  Features Intersected: HUNTER WASH,  Facility Carried by Structure: COUNTY ROAD J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.802,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.6m (126.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 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: January 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-J-22.7,  Location: .7 MI E OF RD 22 (Lat: 39.149806,  Lng: -108.633278),  Route carried "on" structure: County highway ,  Year Built: 1955,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 967 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,461 (year 2038),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.862,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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-J-23.1A,  Location: .1 MI E OF RD 23 (Lat: 39.149806,  Lng: -108.625194),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 755 (year 2038),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.552,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MESA-J-23.7,  Location: .3 MI W OF RD 24 (Lat: 39.149806,  Lng: -108.613917),  Route carried "on" structure: County highway ,  Year Built: 1969,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 501 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 757 (year 2038),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.531,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MESA-K-21.7A,  Location: .7 MI E OF RD 21 (Lat: 39.164306,  Lng: -108.651889),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 1,446 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,183 (year 2038),  Design Load: HS 20,  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD K
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.918,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: GRJ-23.95-E.96,  Location: JCT I-70B and 24 RD (Lat: 39.090861,  Lng: -108.609694),  Route carried "under" structure: Business Interstate 70B,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2012),  Truck Traffic: 6%,  Features Intersected: I-70B & UPPR RR,  Facility Carried by Structure: REDLANDS PKY/24 RD
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 2.513,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: GRJ-29-D.65,  Location: OVER I-70 BUSINESS RTE (Lat: 39.072361,  Lng: -108.515222),  Route carried "under" structure: Business US 70B,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2010),  Truck Traffic: 9%,  Features Intersected: RR/I70 Business,  Facility Carried by Structure: 29 Road
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 8.900,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.7m (153.2ft)

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Structure Number: H-02-DS,  Location: 3.3 MI E OF JCT US 6 ML (Lat: 39.113583,  Lng: -108.589467),  Route carried "under" structure: Interstate 70A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2018),  Truck Traffic: 15%,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD 25
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.169,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: H-02-EG,  Location: 2.3 MI E OF JCT US 6 ML (Lat: 39.113703,  Lng: -108.608217),  Route carried "under" structure: Interstate 70A,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2018),  Truck Traffic: 16%,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD 24
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.076,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: H-02-EM,  Location: 1.27 MI W / HORIZON DRIVE (Lat: 39.115200,  Lng: -108.561569),  Route carried "under" structure: Interstate 70A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 2014),  Truck Traffic: 15%,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD 26.5
Minimum Vertical Clearance: 5.95m (19.52ft),  Kilometerpoint: 2.073,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: H-02-EN,  Location: 3.3 MI W / HORIZON DRIVE (Lat: 39.113642,  Lng: -108.598767),  Route carried "under" structure: Interstate 70A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2018),  Truck Traffic: 15%,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD 24.5
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 2.874,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: H-02-ET,  Location: 0.8 MI W OF HORIZON DRIVE (Lat: 39.115439,  Lng: -108.552278),  Route carried "under" structure: Interstate 70A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 2014),  Truck Traffic: 15%,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD 27
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 1.025,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: H-02-EZ,  Location: 1.8 MI W OF HORIZON DRIVE (Lat: 39.114469,  Lng: -108.570822),  Route carried "under" structure: Interstate 70A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,100 (year 2014),  Truck Traffic: 15%,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD 26
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.190,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: H-02-FU,  Location: 5.8 MI W OF HORIZON DRIVE (Lat: 39.112144,  Lng: -108.644550),  Route carried "under" structure: US 6A,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: US 6 ML,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 41.972,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: H-02-FW,  Location: W END OF GRAND JUNCTION (Lat: 39.111992,  Lng: -108.644425),  Route carried "under" structure: US 6A,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 18%,  Features Intersected: US 6 ML,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.165,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: H-02-GN,  Location: S. SIDE OF GRAND JCT (Lat: 39.058428,  Lng: -108.564897),  Route carried "under" structure: US 50A,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: SH 50 ML,  Facility Carried by Structure: RIVERSIDE PKWY
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 2.639,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: H-02-J,  Location: IN GRAND JUNCTION (Lat: 39.077561,  Lng: -108.577169),  Route carried "under" structure: US 6B,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: US 6 EBND,  Facility Carried by Structure: I70 BUS. RT WBND
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 48.715,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: H-02-O,  Location: 3.5 MI W / GJ I-70 BUS RT (Lat: 39.107911,  Lng: -108.511075),  Route carried "under" structure: Interstate 70A,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2018),  Truck Traffic: 13%,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 2.383,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.9m (65.3ft)

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Structure Number: H-02-Q,  Location: 1.3 MI E OF JCT US 6 ML (Lat: 39.113728,  Lng: -108.626625),  Route carried "under" structure: Interstate 70A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2018),  Truck Traffic: 16%,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD 23
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.003,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: H-02-T,  Location: 2.4 MI. E. OF I-70 WBND B (Lat: 39.040453,  Lng: -108.545575),  Route carried "under" structure: US 50A,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2018),  Truck Traffic: 6%,  Features Intersected: US 50 ML,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.167,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.2m (63.0ft)