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

Find on map >>   Show street view

Structure Number: CSG-G.76-07.57,  Location: 0.35 MI E OF NEVADA AVENU (Lat: 38.818169,  Lng: -104.817192),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 7,523 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,855 (year 2041),  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: LAS VEGAS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.335,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.5m (44.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: CSG-G.76-08.23,  Location: 0.2 MI E OF WAHSATCH AVE. (Lat: 38.827992,  Lng: -104.815928),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 4,652 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,094 (year 2041),  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: COSTILLA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.144,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 62.5m (205.1ft)

Condition: Channel: Fair,  Culverts: 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: CSG-G.76-15.49A,  Location: 0.25 MI W OF I-25 (Lat: 38.932869,  Lng: -104.816125),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 6.56m (21.52ft),  Average Daily Traffic: 21,121 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,668 (year 2041),  Design Load: HS 20,  Features Intersected: MONUMENT CREEK,  Facility Carried by Structure: WOODMEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.761,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  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: CSG-G.80-04.65,  Location: 0.1 MI S OF STAR RANCH (Lat: 38.774494,  Lng: -104.816669),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,382 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,810 (year 2041),  Features Intersected: FISHERS CANYON CREEK,  Facility Carried by Structure: WYCLIFFE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.126,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 17.4m (57.1ft)

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,  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 48 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: CSG-G.80-15.4,  Location: JUST SW OF I-25/WOODMEN R (Lat: 38.931292,  Lng: -104.815814),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 7.93m (26.02ft),  Average Daily Traffic: 1,639 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,147 (year 2041),  Design Load: HS 20,  Features Intersected: MONUMENT CREEK,  Facility Carried by Structure: MARK DABLING BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.705,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: CSG-G.88-06.53,  Location: 0.2 MI N OF LAKE AVENUE (Lat: 38.802611,  Lng: -104.817700),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 11,508 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,076 (year 2041),  Features Intersected: CHEYENNE CREEK,  Facility Carried by Structure: SOUTHGATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.047,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.2m (49.9ft)

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,  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: April 2020

Find on map >>   Show street view

Structure Number: CSG-G.88-07.82,  Location: 0.25 MI E OF NEVADA AVE (Lat: 38.821450,  Lng: -104.817878),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 7,080 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,275 (year 2041),  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: FOUNTAIN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.389,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Out-to-Out Width: 44.7m (146.7ft)

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: April 2020

Find on map >>   Show street view

Structure Number: CSG-G.94-15.11,  Location: 0.8 MI S OF WOODMEN ROAD (Lat: 38.927208,  Lng: -104.814089),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 3,214 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,211 (year 2041),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: CORPORATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.391,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.9m (124.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.7 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: 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: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: CSG-G.95-08.86,  Location: 0.3 MI E OF NEVADA AVENUE (Lat: 38.837742,  Lng: -104.813208),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 16,596 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,741 (year 2041),  Design Load: H 15,  Features Intersected: PLATTE AVENUE,  Facility Carried by Structure: RETURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.196,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: City or Municipal 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: 13.9m (45.6ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $189,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $207,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: CSG-G.98-08.85,  Location: 0.3 MI EAST OF NEVADA AVE (Lat: 38.837739,  Lng: -104.812817),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 7,042 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,225 (year 2041),  Design Load: H 15,  Features Intersected: PLATTE AVENUE,  Facility Carried by Structure: EL PASO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,930,000,  Roadway Improvement Cost: $482,000,  Total Project Cost: $2,412,000 ( 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: CSG-H.00-08.88,  Location: JUST E OF N CORONA STREET (Lat: 38.836578,  Lng: -104.815806),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 932 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,221 (year 2041),  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: BIJOU STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.252,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 128.9m (422.9ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 21.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: CSG-H.00-09.08A,  Location: JUST E OF N CORONA STREET (Lat: 38.839392,  Lng: -104.815342),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 7,057 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,245 (year 2041),  Design Load: HS 20,  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: BOULDER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.954,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 5.7m (18.7ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: April 2020,  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: CSG-H.02-04.56,  Location: 0.5 MI S CHEYENNE MEADOWS (Lat: 38.772617,  Lng: -104.800392),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 2,315 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,033 (year 2041),  Design Load: HS 20,  Features Intersected: FISHERS CANYON CREEK,  Facility Carried by Structure: EASTMEADOW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 44.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 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 2020

Find on map >>   Show street view

Structure Number: CSG-H.07-09.17,  Location: 0.1 MI E OF WAHSATCH (Lat: 38.840708,  Lng: -104.813583),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 83 (year 2021),  Average Future Daily Traffic: 109 (year 2041),  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: SAINT VRAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.125,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Channel: Good,  Culverts: 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: Meets minimum limits,  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: April 2020

Find on map >>   Show street view

Structure Number: CSG-H.07-15.11,  Location: 0.2 MI N. OF DUBLIN RD (Lat: 38.928464,  Lng: -104.809542),  Route carried "on" structure: City street ,  Year Built: 1887,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 6,580 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,619 (year 2041),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: VINCENT DRIVE
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 32.0m (105.0ft)

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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: CSG-H.08-09.2,  Location: JUST W OF EL PASO STREET (Lat: 38.842222,  Lng: -104.812781),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 3,894 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,101 (year 2041),  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: WILLAMETTE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.197,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Out-to-Out Width: 61.6m (202.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: CSG-H.09-08.75A,  Location: JUST W OF EL PASO STREET (Lat: 38.835006,  Lng: -104.813583),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 1,423 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,864 (year 2041),  Design Load: HS 20,  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: KIOWA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.347,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 2020

Find on map >>   Show street view

Structure Number: CSG-H.10-04.75,  Location: S OF CHEYENNE MEADOWS ROA (Lat: 38.775328,  Lng: -104.810933),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 8,871 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,621 (year 2041),  Features Intersected: FISHERS CANYON CREEK,  Facility Carried by Structure: WESTMEADOW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.406,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 2.7m (8.9ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.5m (80.4ft)

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,  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 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: CSG-H.13-06.45,  Location: 0.1 MI N OF RICE ROAD (Lat: 38.802064,  Lng: -104.813550),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 729 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 955 (year 2041),  Features Intersected: CHEYENNE CREEK,  Facility Carried by Structure: MT WERNER CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  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: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.3m (50.2ft)

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,  Deck Geometry: Equal 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: April 2020

Find on map >>   Show street view

Structure Number: CSG-H.15-08.69A,  Location: NEAR EL PASO STREET (Lat: 38.833411,  Lng: -104.813217),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 15,976 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,929 (year 2041),  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: PIKES PEAK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.419,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 91.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 2020,  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: CSG-H.18-09.54,  Location: 300 FT E OF EL PASO ST (Lat: 38.846339,  Lng: -104.811322),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 4,940 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,472 (year 2041),  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: CACHE LA POUDRE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 60.0m (196.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: April 2020

Find on map >>   Show street view

Structure Number: CSG-H.19-10.57,  Location: S OF JEFFERSON STREET (Lat: 38.862153,  Lng: -104.809033),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 3,842 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,034 (year 2041),  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: PASEO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.303,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: CSG-H.20-09.77,  Location: JUST W OF ARCADIA ST (Lat: 38.850150,  Lng: -104.809319),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 16,577 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,716 (year 2041),  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: UINTAH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.679,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: CSG-H.20-10.71,  Location: 0.15 E TEMPLETON GAP RD (Lat: 38.862781,  Lng: -104.809422),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 216 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 283 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: JEFFERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.138,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: March 2020

Find on map >>   Show street view

Structure Number: CSG-H.21-09.86,  Location: JUST E OF ARCADIA STREET (Lat: 38.851536,  Lng: -104.808728),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 1,422 (year 2021),  Average Future Daily Traffic: 1,863 (year 2041),  Features Intersected: SHOOKS RUN,  Facility Carried by Structure: SAN MIGUEL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.556,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: April 2020

Find on map >>   Show street view

Structure Number: CSG-H.26-22.11,  Location: 0.4 MI E OF I25 (Lat: 39.028453,  Lng: -104.826492),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 27,160 (year 2021),  Average Future Daily Traffic: 35,579 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SMITH CREEK,  Facility Carried by Structure: NORTH GATE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.7m (120.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: CSG-H.31-16.93N,  Location: ACADEMY/I25 (Lat: 38.952203,  Lng: -104.806978),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 12,905 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,905 (year 2041),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: ACADEMY BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.042,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: CSG-H.31-16.93S,  Location: ACADEMY/I25 (Lat: 38.952103,  Lng: -104.807139),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 9,915 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,988 (year 2041),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: ACADEMY BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: CSG-H.50-16.73,  Location: 0.1 MI E OF I25/AF ACADEM (Lat: 38.950542,  Lng: -104.805417),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 25,111 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,896 (year 2041),  Design Load: HS 20,  Features Intersected: PINE CREEK,  Facility Carried by Structure: ACADEMY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.082,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 31.5m (103.3ft),  Skew: 20 degrees,  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: 0.0m,  Right: 2.6m (8.5ft),  Out-to-Out Width: 64.6m (211.9ft)

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: Febuary 2020

Find on map >>   Show street view

Structure Number: CSG-H.52-14.99,  Location: INTERSEC. W/WICKLOW CIR (Lat: 38.925853,  Lng: -104.802300),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 5,554 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,275 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: DUBLIN BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 37.5m (123.0ft)

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,  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: April 2020,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $540,000 ( Estimate for 2014)

Find on map >>   Show street view

Structure Number: CSG-H.56-11.95A,  Location: .5 MI NE FILLMORE/NEVADA (Lat: 38.881917,  Lng: -104.802433),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 3,792 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,968 (year 2041),  Design Load: HS 20,  Features Intersected: TEMPLETON GAP FLOODWAY,  Facility Carried by Structure: HANCOCK AVENUE
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.037,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 63.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: CSG-H.86-17.47,  Location: 0.3 MI S OF BRIARGATE (Lat: 38.962144,  Lng: -104.798572),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 19,718 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,830 (year 2041),  Design Load: HS 20,  Features Intersected: PINE CREEK,  Facility Carried by Structure: VOYAGER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.621,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Out-to-Out Width: 45.4m (149.0ft)

Condition: Channel: Poor,  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,  Length Of Structure Improvement: 1.54m (5.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

Find on map >>   Show street view

Structure Number: CSG-H.86-17.88,  Location: 0.6 MI N OF BRIARGATE (Lat: 38.975786,  Lng: -104.798208),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 19,087 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,004 (year 2041),  Design Load: HS 20,  Features Intersected: KETTLE CREEK,  Facility Carried by Structure: VOYAGER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.141,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: CSG-H.89-20.1,  Location: .5 MI N HWY 83/INTERQUEST (Lat: 38.998603,  Lng: -104.797967),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 26,529 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,753 (year 2041),  Design Load: HS 20,  Features Intersected: BLACK SQUIRREL CREEK,  Facility Carried by Structure: VOYAGER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.671,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 45.5m (149.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 91.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 0.96m (3.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

Find on map >>   Show street view

Structure Number: CSG-H.91-14.88,  Location: .5 M W ACADEMY/LEMONWD RD (Lat: 38.924478,  Lng: -104.797425),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 5,933 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,772 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: DUBLIN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.573,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: CSG-H.96-06.92E,  Location: UNDER HIGHWAY 24 (Lat: 38.809483,  Lng: -104.795247),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 1,711 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,241 (year 2041),  Features Intersected: SPRING CREEK,  Facility Carried by Structure: HANCOCK EXPWY EB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.690,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: CSG-H.96-06.92W,  Location: UNDER HIGHWAY 24 (Lat: 38.809572,  Lng: -104.795186),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 1,743 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,283 (year 2041),  Features Intersected: SPRING CREEK,  Facility Carried by Structure: HANCOCK EXPWY WB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 1.690,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: CSG-I.01-15.5,  Location: AT ACADEMY (Lat: 38.932514,  Lng: -104.794228),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 43,035 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 56,376 (year 2041),  Design Load: HS 20,  Features Intersected: ACADEMY BLVD.,  Facility Carried by Structure: WOODMEN RD
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 11.648,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 69.4m (227.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 38.9 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: 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: CSG-I.02-15.48,  Location: JUST S OF WOODMEN RD (Lat: 38.932206,  Lng: -104.796378),  Route carried "on" structure: Ramp City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 4,629 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,064 (year 2041),  Design Load: HS 20,  Features Intersected: PARKING LOT EXIT,  Facility Carried by Structure: RAMP TO SB ACADEMY
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 11.470,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: CSG-I.05-11.88,  Location: 0.6 MI N OF FILLMORE ST (Lat: 38.880200,  Lng: -104.794542),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 43,196 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,586 (year 2041),  Design Load: HS 20,  Features Intersected: TEMPLETON GAP FLOODWAY,  Facility Carried by Structure: UNION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.251,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 32.6m (107.0ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: April 2020

Find on map >>   Show street view

Structure Number: CSG-I.16-17.74,  Location: .3 MI N OF BRIARGATE PWY (Lat: 38.970908,  Lng: -104.785286),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 6,253 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,191 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: PINE CREEK,  Facility Carried by Structure: CHAPEL HILLS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.578,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing