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

Find on map >>   Show street view

Structure Number: ADA124-9.848,  Location: 0.2 M W OF BRIGHTON BLVD (Lat: 39.922814,  Lng: -104.867494),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 9,367 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,178 (year 2041),  Features Intersected: SOUTH PLATTE RIVER,  Facility Carried by Structure: HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.344,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $5,290,000,  Roadway Improvement Cost: $1,322,000,  Total Project Cost: $6,612,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: ADA132-11.5N065,  Location: 0.3 MI EAST OF HIGHWAY 85 (Lat: 39.936058,  Lng: -104.840128),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 5 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6 (year 2041),  Design Load: HS 20,  Features Intersected: FULTON DITCH,  Facility Carried by Structure: 132ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.219,  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: 8.2m (26.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 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: December 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: ADA136-12.0N099,  Location: JUST E OF POTOMAC STREET (Lat: 39.943283,  Lng: -104.827633),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 4,668 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,068 (year 2041),  Design Load: HS 20,  Features Intersected: FULTON LATERAL,  Facility Carried by Structure: 136TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.939,  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: 7.1m (23.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: ADA136-12.1,  Location: .4 MI W OF SABLE BLVD/SH2 (Lat: 39.943250,  Lng: -104.825453),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,602 (year 2021),  Average Future Daily Traffic: 3,382 (year 2041),  Design Load: HL 93,  Features Intersected: FULTON DITCH,  Facility Carried by Structure: 136th AVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2122.725,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: ADA144-12.0N189,  Location: JUST E OF POTOMAC (Lat: 39.957800,  Lng: -104.827997),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,597 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,376 (year 2041),  Design Load: HS 20,  Features Intersected: FULTON LATERAL,  Facility Carried by Structure: 144TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: ADA147-17.5N198,  Location: 0.5 MI E OF PICADILLY RD (Lat: 39.957858,  Lng: -104.728456),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 1 (year 2021),  Average Future Daily Traffic: 1 (year 2041),  Features Intersected: BURLINGTON CANAL,  Facility Carried by Structure: 144TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: ADA152-18.3N125,  Location: 0.3 MI E. OF GUN CLUB RD (Lat: 39.972489,  Lng: -104.707500),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 2.05m (6.73ft),  Average Daily Traffic: 6,361 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,269 (year 2041),  Design Load: HS 20,  Features Intersected: NERES CANAL,  Facility Carried by Structure: 152ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.615,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: ADA152-I76.0194,  Location: 0.5 MI E OF I-76 (Lat: 39.972328,  Lng: -104.745550),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,679 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,983 (year 2041),  Features Intersected: SPEER CANAL,  Facility Carried by Structure: 152ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.341,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Good,  Culverts: Fair,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $151,000

Find on map >>   Show street view

Structure Number: ADA160-17.5N077,  Location: 0.6 MILE EAST OF I-76 (Lat: 39.984661,  Lng: -104.721975),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,539 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,000 (year 2041),  Features Intersected: SEEP CANAL,  Facility Carried by Structure: 160TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.279,  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: 10.0m (32.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: ADA17N-140.2079,  Location: 1.6 MILES NORTH OF 128TH (Lat: 39.952608,  Lng: -104.733350),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 2,480 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,224 (year 2041),  Features Intersected: HUDSON CANAL,  Facility Carried by Structure: PICADILLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.917,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 33.3 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: 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: December 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: ADA17N-143.2078,  Location: .2 MI S OF 144TH AVENUE (Lat: 39.955542,  Lng: -104.733342),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 2,480 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,224 (year 2041),  Design Load: HS 20,  Features Intersected: BURLINGTON CANAL,  Facility Carried by Structure: PICADILLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.239,  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: 7.6m (24.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: BRI-M001-152,  Location: 1.5 MILES EAST OF SH 85 (Lat: 39.972258,  Lng: -104.797844),  Route carried "on" structure: City street ,  Year Built: 1996,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 13,417 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,442 (year 2041),  Design Load: HS 20,  Features Intersected: FULTON DITCH,  Facility Carried by Structure: BROMLEY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.140,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 0.0m,  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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: December 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: BRI-M003-156,  Location: 1.5 MI E SH85/N BROMLEY L (Lat: 39.979458,  Lng: -104.799483),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 2,845 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,698 (year 2041),  Design Load: HS 20,  Features Intersected: FULTON DITCH,  Facility Carried by Structure: SOUTHERN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.585,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: December 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: BRI103-CHAMBERA,  Location: .5 MI SOUTH OF BROMLEY (Lat: 39.964417,  Lng: -104.808733),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 804 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,046 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: FULTON DITCH,  Facility Carried by Structure: CHAMBERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: BRI104-136A,  Location: 50 FT EAST OF US 85 (Lat: 39.943267,  Lng: -104.840219),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 4,016 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,220 (year 2041),  Design Load: HS 20,  Features Intersected: SECOND CREEK,  Facility Carried by Structure: 136TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.2m (46.6ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Inventory Rating: 68.0 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: BRI105-168,  Location: 1.1 MILES WEST OF I-76 (Lat: 40.000556,  Lng: -104.735558),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 8,798 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,437 (year 2041),  Features Intersected: SPEER CANAL,  Facility Carried by Structure: 168TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.327,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.83m (2.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $138,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $152,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: BRI106-BROMLEY,  Location: .3 MI WEST OF SH 85 (Lat: 39.972219,  Lng: -104.832578),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,844 (year 2021),  Average Future Daily Traffic: 6,297 (year 2041),  Design Load: HS 20,  Features Intersected: S OUTFALL DRAINAGE,  Facility Carried by Structure: BROMLEY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.025,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: December 2021

Find on map >>   Show street view

Structure Number: BRI107-FRONTRD,  Location: 0.2 MI EAST OF TOWER ROAD (Lat: 39.962992,  Lng: -104.763731),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 2,019 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,624 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.830,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

Find on map >>   Show street view

Structure Number: BRI108-FULTON,  Location: .2 MI S OF BROMLEY LANE (Lat: 39.968444,  Lng: -104.822514),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 437 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 568 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SOUTHERN OUTFALL DRAINAG,  Facility Carried by Structure: FULTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Out-to-Out Width: 60.2m (197.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

Find on map >>   Show street view

Structure Number: BRI109-BRIGH RD,  Location: .2 MI S OF BROMLEY LANE (Lat: 39.969222,  Lng: -104.829175),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,620 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,106 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SOUTHERN OUTFALL DRAINAG,  Facility Carried by Structure: BRIGHTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.525,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

Find on map >>   Show street view

Structure Number: E-17-BD,  Location: 3.6 MI N OF JCT I-76 (Lat: 39.922939,  Lng: -104.852008),  Route carried "on" structure: US 85C,  Year Built: 1953,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 44,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FULTON DITCH,  Facility Carried by Structure: US 85 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.839,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: E-17-BP_MINOR,  Location: E. END OF BRIGHTON (Lat: 39.986669,  Lng: -104.796222),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 21,209 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,571 (year 2041),  Design Load: HS 20,  Features Intersected: FULTON CANAL,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.321,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 24.5m (80.4ft)

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,  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: December 2021

Find on map >>   Show street view

Structure Number: E-17-EO,  Location: JUST S of I-76 INTRCHNG (Lat: 39.841511,  Lng: -104.924156),  Route carried "on" structure: US 6H,  Year Built: 1948,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,450 (year 2040),  Design Load: HS 20,  Features Intersected: BURLINGTON CANAL,  Facility Carried by Structure: US 6 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.516,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.7m (38.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 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,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: E-17-ES,  Location: 5.2 MI NO OF JCT I-76 (Lat: 39.944050,  Lng: -104.839969),  Route carried "on" structure: US 85C,  Year Built: 1953,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,200 (year 2040),  Design Load: HS 20,  Features Intersected: SECOND CREEK,  Facility Carried by Structure: US 85 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.394,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

Find on map >>   Show street view

Structure Number: E-17-ET,  Location: 6 MI NO OF JCT I-76 (Lat: 39.955278,  Lng: -104.833597),  Route carried "on" structure: US 85C,  Year Built: 1953,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,200 (year 2040),  Design Load: H 20,  Features Intersected: THIRD CREEK,  Facility Carried by Structure: US 85 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.757,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

Find on map >>   Show street view

Structure Number: E-17-FH,  Location: 1.6 MI NO OF JCT SH 128 (Lat: 39.937192,  Lng: -104.987650),  Route carried "on" structure: Interstate 25A,  Year Built: 1956,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 2.66m (8.73ft),  Average Daily Traffic: 116,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 169,360 (year 2040),  Design Load: HS 20,  Features Intersected: BIG DRY CREEK,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 361.283,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.5m (152.6ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 47.1m (154.5ft),  Out-to-Out Width: 48.0m (157.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.1 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: E-17-FS,  Location: 0.9 MI NE OF JCT SH 51 (Lat: 39.922197,  Lng: -104.806514),  Route carried "on" structure: Interstate 76A,  Year Built: 1957,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 51,840 (year 2040),  Design Load: HS 20,  Features Intersected: BURLINGTON CANAL,  Facility Carried by Structure: I 76 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.701,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: E-17-JA,  Location: IN COMMERCE CITY (Lat: 39.830817,  Lng: -104.939322),  Route carried "on" structure: State highway 224A,  Year Built: 1964,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 13,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,985 (year 2040),  Design Load: HS 20,  Features Intersected: BURLINGTON CANAL,  Facility Carried by Structure: SH 224 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.785,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $187,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: E-17-JC,  Location: BRIGHTON (Lat: 39.986606,  Lng: -104.823864),  Route carried "on" structure: US 85C,  Year Built: 1965,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,320 (year 2040),  Design Load: HS 20,  Features Intersected: SH 7 ML,  Facility Carried by Structure: US 85 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.366,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,886,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $2,829,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: E-17-JD,  Location: BRIGHTON (Lat: 39.986606,  Lng: -104.823667),  Route carried "on" structure: US 85C,  Year Built: 1965,  Status: Open,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,320 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SH 7 ML,  Facility Carried by Structure: US 85 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.367,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $309,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: E-17-LI,  Location: 0.9 MI NE OF JCT SH 51 (Lat: 39.922175,  Lng: -104.806353),  Route carried "on" structure: ServiceInterstate 76A,  Year Built: 1971,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 51,840 (year 2040),  Design Load: HS 20,  Features Intersected: BURLINGTON CANAL AR,  Facility Carried by Structure: FARM ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.709,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: E-17-LJ,  Location: .1MI W OF JCT US 85 (Lat: 39.921500,  Lng: -104.857297),  Route carried "on" structure: State highway 22A,  Year Built: 1972,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FULTON CANAL,  Facility Carried by Structure: SH 22 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.338,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: December 2020

Find on map >>   Show street view

Structure Number: E-17-MI,  Location: 4.98 MI NE OF JCT SH 51 - (Lat: 39.972369,  Lng: -104.751817),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 16,631 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,621 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 76 ML,  Facility Carried by Structure: BROMLEY LANE
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 3.268,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: E-17-PA,  Location: 0.2 MI N. OF 76 ML (Lat: 39.820619,  Lng: -104.982764),  Route carried "on" structure: Interstate 25A,  Year Built: 1993,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 121,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 141,570 (year 2040),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: I 25 ML SBND &
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.9m (153.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.9m (91.5ft),  Curb-To-Curb Width: 46.9m (153.9ft),  Out-to-Out Width: 49.2m (161.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: E-17-PQ,  Location: BUCKLEY RD @ I76 and BN (Lat: 39.935594,  Lng: -104.789836),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 15.70m (51.51ft),  Average Daily Traffic: 4,513 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,866 (year 2041),  Design Load: HS 20,  Features Intersected: I 76 ML, BNSF RR,  Facility Carried by Structure: BUCKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.346,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.8m (183.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: E-17-PR,  Location: 136TH AVE OVER I76 ML (Lat: 39.943264,  Lng: -104.785108),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 12,149 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,794 (year 2041),  Design Load: HS 20,  Features Intersected: I 76 ML,  Facility Carried by Structure: 136TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.561,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: E-17-PS,  Location: 2.8 MI. W. OF JCT SH 7 (Lat: 39.956342,  Lng: -104.771375),  Route carried "on" structure: Interstate 76A,  Year Built: 1994,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 36,695 (year 2040),  Design Load: HS 20,  Features Intersected: 144TH AVE,  Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.561,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: E-17-PT,  Location: 2.8 Mi W of SH-7 (Lat: 39.956461,  Lng: -104.771564),  Route carried "on" structure: Interstate 76A,  Year Built: 1994,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 36,695 (year 2040),  Design Load: HS 20,  Features Intersected: 144TH AVE,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.563,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  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: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: E-17-UM,  Location: JUST N of 470 PKWAY (Lat: 39.925189,  Lng: -104.803022),  Route carried "on" structure: Interstate 76A,  Year Built: 2002,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 35,700 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: THIRD CREEK,  Facility Carried by Structure: I76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.148,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.3 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: 29.2 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: 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: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: E-17-UN,  Location: Just N of 470 Parkway (Lat: 39.925314,  Lng: -104.803200),  Route carried "on" structure: Interstate 76A,  Year Built: 2002,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 35,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: THIRD CREEK,  Facility Carried by Structure: I76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.152,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 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: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: E-18-AO,  Location: 4.41 MI E JCT SH 51-BRIGH (Lat: 39.986878,  Lng: -104.736492),  Route carried "on" structure: State highway 7D,  Year Built: 1986,  Status: Open,  Structure Length: 8.97m (29.43ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,860 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I 76 ML,  Facility Carried by Structure: SH 7 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.435,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing