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

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Structure Number: E-18-B,  Location: 0.3 MI W OF JCT SH7 (Lat: 39.983550,  Lng: -104.738908),  Route carried "on" structure: Interstate 76A,  Year Built: 1935,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 46,480 (year 2040),  Design Load: H 15,  Features Intersected: WEST BURLINGTON CANAL,  Facility Carried by Structure: I 76 ML
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 37.684,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Out-to-Out Width: 73.9m (242.5ft)

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: Febuary 2021

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Structure Number: E-470-35.34D,  Location: 35.34 MI FROM I25 (Lat: 39.927811,  Lng: -104.799200),  Route carried "on" structure: Ramp Other road 470,  Year Built: 2002,  Status: Open,  Structure Length: 15.85m (52.00ft),  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,382 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BNSFRR, Cameron Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.015,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.6m (136.5ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.0 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: 34.7 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: Better than present minimum criteria,  Underclear: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-470-35.44A,  Location: 35.44 MI FROM I25 (Lat: 39.924881,  Lng: -104.803381),  Route carried "on" structure: Other road 470,  Year Built: 2001,  Status: Open,  Structure Length: 20.67m (67.81ft),  Average Daily Traffic: 21,177 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,695 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: I76, BNSFRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.205,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.4m (132.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 30.8 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-470-35.44B,  Location: 35.44 MI FROM I25 (Lat: 39.924719,  Lng: -104.803600),  Route carried "on" structure: Other road 470,  Year Built: 2001,  Status: Open,  Structure Length: 20.67m (67.81ft),  Average Daily Traffic: 21,940 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,053 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: I76, BNSFRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.209,  Lanes on structure: 3,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.4m (132.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.4 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: 31.1 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-470-35.46D,  Location: 35.46 MI FROM I25 (Lat: 39.925700,  Lng: -104.803119),  Route carried "on" structure: Ramp Other road 470,  Year Built: 2001,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 2,700 (year 2021),  Average Future Daily Traffic: 4,806 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Relocated Third Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.939,  Lanes on structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.0 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: 53.5 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: 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: July 2021,  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: E-470-36.27C,  Location: 36.27 MI FROM I25 (Lat: 39.928311,  Lng: -104.818369),  Route carried "on" structure: State highway 2D,  Year Built: 2002,  Status: Open,  Structure Length: 7.21m (23.65ft),  Average Daily Traffic: 27,878 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,360 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: E-470,  Facility Carried by Structure: SABLE ROAD/SH 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.547,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-470-37.07A,  Location: 37.07 MI FROM I25 (Lat: 39.928739,  Lng: -104.833711),  Route carried "on" structure: Other road 25,  Year Built: 2001,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 32,000 (year 2018),  Average Future Daily Traffic: 57,919 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Second Creek,  Facility Carried by Structure: E-470 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.842,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.1m (98.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.9 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-470-37.07B,  Location: 37.07 MI FROM I25 (Lat: 39.928519,  Lng: -104.833631),  Route carried "on" structure: Other road 470,  Year Built: 2002,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 20,682 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,813 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Second Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.869,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.0 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: 26.9 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 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-470-37.30CBC,  Location: 37.30 MI FROM I-25 (Lat: 39.929111,  Lng: -104.836331),  Route carried "on" structure: Other road 470B,  Year Built: 2002,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 40,466 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 72,029 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: E-470
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.106,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Out-to-Out Width: 63.6m (208.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: July 2021

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Structure Number: E-470-37.72C,  Location: 37.72 MI FROM I25 (Lat: 39.927639,  Lng: -104.849539),  Route carried "on" structure: Ramp Other road 470,  Year Built: 2001,  Status: Open,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,100 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: US 85 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.065,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.5m (113.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-470-37.83A,  Location: 37.83 MI FROM I25 (Lat: 39.933631,  Lng: -104.845169),  Route carried "on" structure: Other road 470,  Year Built: 2001,  Status: Open,  Structure Length: 23.83m (78.18ft),  Average Daily Traffic: 19,615 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,914 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: US85, UPRR, FULTON DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.020,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.4m (129.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 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: 31.1 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: Equal to present minimum criteria,  Underclear: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-470-37.83B,  Location: 37.83 MI FROM I25 (Lat: 39.933411,  Lng: -104.845339),  Route carried "on" structure: Other road 470,  Year Built: 2002,  Status: Open,  Structure Length: 23.76m (77.95ft),  Average Daily Traffic: 20,095 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,769 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: US85, UPRR, FULTON DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.011,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.4 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: 28.8 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: Meets minimum limits,  Underclear: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-470-38.38C,  Location: 38.38 MILES FROM I25 (Lat: 39.940131,  Lng: -104.851000),  Route carried "on" structure: Ramp Other road 470,  Year Built: 2001,  Status: Open,  Structure Length: 9.29m (30.48ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,100 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: E-470,  Facility Carried by Structure: US 85 CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.832,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.5m (149.3ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-470-38.47C,  Location: 38.47 MI FROM I25 (Lat: 39.941250,  Lng: -104.852031),  Route carried "on" structure: County highway BRIGH,  Year Built: 2001,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 3,200 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,480 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: E-470
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.044,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-470-38.97A,  Location: 38.97 MI FROM I25 (Lat: 39.947200,  Lng: -104.858589),  Route carried "on" structure: Other road 470,  Year Built: 2003,  Status: Open,  Structure Length: 27.66m (90.75ft),  Average Daily Traffic: 18,870 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,588 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: South Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.929,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 47.3 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: 25.3 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-470-38.97B,  Location: 38.97 MI FROM I25 (Lat: 39.946969,  Lng: -104.858800),  Route carried "on" structure: Other road 470,  Year Built: 2003,  Status: Open,  Structure Length: 27.66m (90.75ft),  Average Daily Traffic: 19,215 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,202 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: South Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.927,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 47.3 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: 25.3 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WEL004.0-027.0A,  Location: 0.9 Mi E of US Hwy 85 (Lat: 40.014944,  Lng: -104.797000),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 4,257 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 6,045 (year 2040),  Design Load: HS 20,  Features Intersected: Fulton Ditch,  Facility Carried by Structure: County Road 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.557,  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: 8.8m (28.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL006.0_025.0B,  Location: 1.4 Mi E of Co Rd 23 (Lat: 40.029528,  Lng: -104.820639),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 2,087 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 2,964 (year 2040),  Design Load: HS 20,  Features Intersected: South Platte R. Overflow,  Facility Carried by Structure: County Road 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.004,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 58.4 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL006.0_027.0A,  Location: 200 Ft W of Co Rd 29 (Lat: 40.029444,  Lng: -104.792361),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 574 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 815 (year 2040),  Design Load: HS 20,  Features Intersected: Fulton Ditch,  Facility Carried by Structure: County Road 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.061,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: E-17-JC,  Location: BRIGHTON (Lat: 39.986606,  Lng: -104.823864),  Route carried "under" structure: State highway 7D,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: SH 7 ML,  Facility Carried by Structure: US 85 ML SBND
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 123.870,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: E-17-JD,  Location: BRIGHTON (Lat: 39.986606,  Lng: -104.823667),  Route carried "under" structure: State highway 7D,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: SH 7 ML,  Facility Carried by Structure: US 85 ML NBND
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 123.872,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: E-17-MI,  Location: 4.98 MI NE OF JCT SH 51 - (Lat: 39.972369,  Lng: -104.751817),  Route carried "under" structure: Interstate 76A,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 11,993 (year 2016),  Truck Traffic: 15%,  Features Intersected: I 76 ML,  Facility Carried by Structure: BROMLEY LANE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.211,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: E-17-PQ,  Location: BUCKLEY RD @ I76 and BN (Lat: 39.935594,  Lng: -104.789836),  Route carried "under" structure: Interstate 76A,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 7,521 (year 2016),  Truck Traffic: 18%,  Features Intersected: I 76 ML, BNSF RR,  Facility Carried by Structure: BUCKLEY ROAD
Minimum Vertical Clearance: 7.10m (23.29ft),  Kilometerpoint: 2.345,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.8m (183.1ft)

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Structure Number: E-17-PR,  Location: 136TH AVE OVER I76 ML (Lat: 39.943264,  Lng: -104.785108),  Route carried "under" structure: Interstate 76A,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2018),  Truck Traffic: 18%,  Features Intersected: I 76 ML,  Facility Carried by Structure: 136TH AVE
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 5.562,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.4m (122.7ft)

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Structure Number: E-17-PS,  Location: 2.8 MI. W. OF JCT SH 7 (Lat: 39.956342,  Lng: -104.771375),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Features Intersected: 144TH AVE,  Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: E-17-PT,  Location: 2.8 Mi W of SH-7 (Lat: 39.956461,  Lng: -104.771564),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Features Intersected: 144TH AVE,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: E-18-AO,  Location: 4.41 MI E JCT SH 51-BRIGH (Lat: 39.986878,  Lng: -104.736492),  Route carried "under" structure: Interstate 76A,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2011),  Truck Traffic: 15%,  Features Intersected: I 76 ML,  Facility Carried by Structure: SH 7 ML
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 38.153,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: E-470-35.34D,  Location: 35.34 MI FROM I25 (Lat: 39.927811,  Lng: -104.799200),  Route carried "under" structure: County highway CAMER,  Year Built: 2002,  Structure Length: 0. m,  Features Intersected: BNSFRR, Cameron Drive,  Facility Carried by Structure: NB E470 RAMP I76EB
Minimum Vertical Clearance: 7.25m (23.79ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.6m (136.5ft)

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Structure Number: E-470-35.44A,  Location: 35.44 MI FROM I25 (Lat: 39.924881,  Lng: -104.803381),  Route carried "under" structure: Interstate 76,  Year Built: 2001,  Structure Length: 0. m,  Truck Traffic: 6%,  Features Intersected: I76, BNSFRR,  Facility Carried by Structure: E-470 NB
Minimum Vertical Clearance: 7.71m (25.30ft),  Kilometerpoint: 29.226,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.4m (132.5ft)

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Structure Number: E-470-35.44B,  Location: 35.44 MI FROM I25 (Lat: 39.924719,  Lng: -104.803600),  Route carried "under" structure: Interstate 76,  Year Built: 2001,  Structure Length: 0. m,  Truck Traffic: 6%,  Features Intersected: I76, BNSFRR,  Facility Carried by Structure: E-470 SB
Minimum Vertical Clearance: 7.80m (25.59ft),  Kilometerpoint: 29.226,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.4m (132.5ft)

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Structure Number: E-470-36.27C,  Location: 36.27 MI FROM I25 (Lat: 39.928311,  Lng: -104.818369),  Route carried "under" structure: Other road 470,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 8,900 (year 2014),  Truck Traffic: 4%,  Features Intersected: E-470,  Facility Carried by Structure: SABLE ROAD/SH 2
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 1.511,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: E-470-37.72C,  Location: 37.72 MI FROM I25 (Lat: 39.927639,  Lng: -104.849539),  Route carried "under" structure: US 85,  Year Built: 2001,  Structure Length: 0. m,  Truck Traffic: 6%,  Features Intersected: US 85 ML,  Facility Carried by Structure: E-470 CONNECTOR
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 373.722,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.5m (113.2ft)

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Structure Number: E-470-37.83A,  Location: 37.83 MI FROM I25 (Lat: 39.933631,  Lng: -104.845169),  Route carried "under" structure: US 85,  Year Built: 2001,  Structure Length: 0. m,  Truck Traffic: 6%,  Features Intersected: US85, UPRR, FULTON DITCH,  Facility Carried by Structure: E-470 NB
Minimum Vertical Clearance: 7.22m (23.69ft),  Kilometerpoint: 373.738,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.4m (129.3ft)

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Structure Number: E-470-37.83B,  Location: 37.83 MI FROM I25 (Lat: 39.933411,  Lng: -104.845339),  Route carried "under" structure: US 85,  Year Built: 2002,  Structure Length: 0. m,  Truck Traffic: 6%,  Features Intersected: US85, UPRR, FULTON DITCH,  Facility Carried by Structure: E-470 SB
Minimum Vertical Clearance: 8.02m (26.31ft),  Kilometerpoint: 373.706,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: E-470-38.38C,  Location: 38.38 MILES FROM I25 (Lat: 39.940131,  Lng: -104.851000),  Route carried "under" structure: Other road 470,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 1,700 (year 2018),  Truck Traffic: 6%,  Features Intersected: E-470,  Facility Carried by Structure: US 85 CONNECTOR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.192,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: Toll bridge,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.5m (149.3ft)

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Structure Number: E-470-38.47C,  Location: 38.47 MI FROM I25 (Lat: 39.941250,  Lng: -104.852031),  Route carried "under" structure: Other road 470,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 2,600 (year 2014),  Truck Traffic: 4%,  Features Intersected: E-470,  Facility Carried by Structure: BRIGHTON BLVD
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 61.911,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: Toll bridge,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)