Bridge Statistics for Cheyenne, Wyoming (WY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: CGC,  Location: Cheyenne - Pine Bluffs (Lat: 41.157456,  Lng: -104.655758),  Route carried "on" structure: US 30,  Year Built: 1976,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 2,352 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,293 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 597.419,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: Latex Concrete

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Structure Number: CTU,  Location: Missile Drive Cheyenne (Lat: 41.132844,  Lng: -104.832983),  Route carried "on" structure: City street 4044,  Year Built: 1961,  Status: Open,  Structure Length: 2.55m (8.37ft),  Average Daily Traffic: 3,781 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,293 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek,  Facility Carried by Structure: Missile Drive
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 162.969,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 9.54m (31.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $98,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CYD,  Location: Jct I-25 - Jct Us 85 (Lat: 41.039722,  Lng: -104.884758),  Route carried "on" structure: State highway 223,  Year Built: 1934,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 485 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 679 (year 2041),  Design Load: H 15,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.342,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $216,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $324,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DBN,  Location: Cheyenne (Lat: 41.124292,  Lng: -104.748117),  Route carried "on" structure: Interstate 80,  Year Built: 1976,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 7,169 (year 2021),  Truck Traffic: 78%,  Average Future Daily Traffic: 10,037 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Burlington Trail Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 587.113,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: DBO,  Location: Cheyenne (Lat: 41.124475,  Lng: -104.748478),  Route carried "on" structure: Interstate 80,  Year Built: 1976,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 6,500 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 9,100 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Burlington Trail Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 586.810,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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: Latex Concrete

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Structure Number: DBR,  Location: Cheyenne - Pine Bluffs (Lat: 41.134922,  Lng: -104.704494),  Route carried "on" structure: Interstate 80,  Year Built: 1977,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 7,169 (year 2021),  Truck Traffic: 78%,  Average Future Daily Traffic: 10,037 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Campstool Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 591.027,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: DBS,  Location: Cheyenne - Pine Bluffs (Lat: 41.135269,  Lng: -104.704819),  Route carried "on" structure: Interstate 80,  Year Built: 1977,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 6,500 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 9,100 (year 2041),  Design Load: HS 20,  Features Intersected: Campstool Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 590.731,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: DBV,  Location: College Drive Cheyenne (Lat: 41.120356,  Lng: -104.766878),  Route carried "on" structure: State highway 212,  Year Built: 1976,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 13,539 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,955 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.658,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: DBW,  Location: College Drive Cheyenne (Lat: 41.123758,  Lng: -104.766953),  Route carried "on" structure: Business State highway 212,  Year Built: 1977,  Status: Open,  Structure Length: 7.15m (23.46ft),  Average Daily Traffic: 21,476 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,066 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.036,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: DBX,  Location: College Drive Cheyenne (Lat: 41.128111,  Lng: -104.766550),  Route carried "on" structure: Business State highway 212,  Year Built: 1977,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 21,476 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,066 (year 2041),  Design Load: HS 20,  Features Intersected: UPRR / Campstool Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.524,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: DBY,  Location: College Drive Cheyenne (Lat: 41.129908,  Lng: -104.765817),  Route carried "on" structure: State highway 212,  Year Built: 1977,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 21,476 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,066 (year 2041),  Design Load: HS 20,  Features Intersected: Henderson Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.733,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: April 2021

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Structure Number: DBZ,  Location: Cheyenne (Lat: 41.123803,  Lng: -104.770697),  Route carried "on" structure: Interstate 80,  Year Built: 1976,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 9,900 (year 2021),  Truck Traffic: 57%,  Average Future Daily Traffic: 13,860 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Crow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 585.214,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: DCA,  Location: Cheyenne (Lat: 41.123978,  Lng: -104.770817),  Route carried "on" structure: Interstate 80,  Year Built: 1976,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 9,233 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 12,926 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Crow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 584.934,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: DCB,  Location: Cheyenne (Lat: 41.123533,  Lng: -104.770536),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1976,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 4,540 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,356 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Crow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.319,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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 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: Latex Concrete

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Structure Number: DCC,  Location: Cheyenne (Lat: 41.124358,  Lng: -104.770481),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1976,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,865 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,811 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Crow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.309,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.3 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: DEP,  Location: Cheyenne (Lat: 41.121778,  Lng: -104.806275),  Route carried "on" structure: Interstate 180,  Year Built: 1979,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 21,013 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,418 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Crow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: DER,  Location: Cheyenne (Lat: 41.121011,  Lng: -104.805950),  Route carried "on" structure: Interstate 180,  Year Built: 1980,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 21,013 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,418 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Deming Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.913,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable 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

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Structure Number: DEV,  Location: College Drive Cheyenne (Lat: 41.156833,  Lng: -104.761200),  Route carried "on" structure: State highway 212,  Year Built: 1978,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 9,261 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,965 (year 2041),  Design Load: HS 20,  Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.780,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: 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 Cast-file-Place

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Structure Number: DIO,  Location: 1 mi SE of Cheyenne (Lat: 41.125619,  Lng: -104.706247),  Route carried "on" structure: County highway 209-2,  Year Built: 1976,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 1,884 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,638 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.342,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $41,000

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Structure Number: DJZ,  Location: Southwest Drive Cheyenne (Lat: 41.114975,  Lng: -104.843689),  Route carried "on" structure: City street 4016,  Year Built: 1965,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 1,355 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,897 (year 2041),  Design Load: HS 20,  Features Intersected: Clear Creek,  Facility Carried by Structure: La Cnty Rd 123-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.775,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.58m (18.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $38,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DLC,  Location: Ninth Street Cheyenne (Lat: 41.125581,  Lng: -104.813772),  Route carried "on" structure: City street 4027,  Year Built: 1980,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 839 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,175 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek,  Facility Carried by Structure: E. 9th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.555,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: DLM,  Location: T14N R065W S29 (Lat: 41.149342,  Lng: -104.684808),  Route carried "on" structure: County highway 210-2,  Year Built: 1934,  Status: Closed,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 363 (year 2021),  Truck Traffic: 39%,  Average Future Daily Traffic: 508 (year 2041),  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.200,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $464,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $696,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DPO,  Location: 2 Mi West Of Cheyenne (Lat: 41.158592,  Lng: -104.879967),  Route carried "on" structure: County highway 222,  Year Built: 1955,  Status: Posted for load,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 484 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 678 (year 2041),  Features Intersected: Crow Creek,  Facility Carried by Structure: La Cnty Rd 120-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.987,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 21.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum 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: > 39.9% below),  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $35,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DVN,  Location: Dell Range Blvd Cheyenne (Lat: 41.160447,  Lng: -104.809414),  Route carried "on" structure: City street 4010,  Year Built: 1982,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 34,573 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,402 (year 2041),  Features Intersected: Dry Creek,  Facility Carried by Structure: Dell Range Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.669,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 22.5m (73.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.9m (12.8ft)

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

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Structure Number: DZP,  Location: Dell Range Blvd Cheyenne (Lat: 41.160194,  Lng: -104.788836),  Route carried "on" structure: City street 4010,  Year Built: 1982,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 34,573 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,402 (year 2041),  Design Load: HS 20,  Features Intersected: Dry Creek,  Facility Carried by Structure: Dell Range Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.398,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000

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Structure Number: EAI,  Location: Cheyenne (Lat: 41.128281,  Lng: -104.810294),  Route carried "on" structure: Interstate 180,  Year Built: 1982,  Status: Open,  Structure Length: 55.75m (182.91ft),  Average Daily Traffic: 9,267 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,974 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.798,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 69.1m (226.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: EAJ,  Location: Cheyenne (Lat: 41.128211,  Lng: -104.810472),  Route carried "on" structure: Interstate 180,  Year Built: 1984,  Status: Open,  Structure Length: 55.50m (182.09ft),  Average Daily Traffic: 7,093 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,930 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.806,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 70.1m (230.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Other,  Deck Protection: Other

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Structure Number: EOI,  Location: Cheyenne (Lat: 41.167158,  Lng: -104.839708),  Route carried "on" structure: Business US 180,  Year Built: 1984,  Status: Open,  Structure Length: 6.32m (20.73ft),  Average Daily Traffic: 12,237 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,132 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-25,  Facility Carried by Structure: Central Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.017,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: ML18,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 69.9 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: Equal to 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 Cast-file-Place

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Structure Number: EOU,  Location: T13N R066W S06 (Lat: 41.128136,  Lng: -104.824461),  Route carried "on" structure: City street 2,  Year Built: 1935,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 8,122 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,371 (year 2041),  Features Intersected: Unnamed Draw,  Facility Carried by Structure: Ames Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.569,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.6m (5.2ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 33.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.2 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,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $12,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: FBJ,  Location: 5Th Street (Lat: 41.122100,  Lng: -104.811367),  Route carried "on" structure: City street 4094,  Year Built: 1985,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 6,946 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,724 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek,  Facility Carried by Structure: W. 5th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.566,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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 minimum criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $20,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: FET,  Location: Cheyenne (Lat: 41.160100,  Lng: -104.769039),  Route carried "on" structure: City street 4010,  Year Built: 1985,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 34,573 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,402 (year 2041),  Design Load: HS 20,  Features Intersected: Dry Creek,  Facility Carried by Structure: Dell Range Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.060,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $8,000

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Structure Number: FEU,  Location: Cheyenne (Lat: 41.159203,  Lng: -104.768358),  Route carried "on" structure: City street 4030,  Year Built: 1985,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 2,350 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,290 (year 2041),  Design Load: HS 20,  Features Intersected: Dry Creek,  Facility Carried by Structure: La Cnty Rd 127-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.166,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $9,000

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Structure Number: FGJ,  Location: T14N R066W S21 (Lat: 41.160767,  Lng: -104.779792),  Route carried "on" structure: City street 50-3,  Year Built: 1986,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,419 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,587 (year 2041),  Features Intersected: Dry Creek,  Facility Carried by Structure: Windmill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.461,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $39,000

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Structure Number: FJK,  Location: W.Lincolnway-Cheyenne (Lat: 41.128322,  Lng: -104.827150),  Route carried "on" structure: US 30,  Year Built: 1987,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 8,479 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,871 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 581.781,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: FKQ,  Location: Ct050-5 (Lat: 41.130067,  Lng: -104.771097),  Route carried "on" structure: City street 50-5,  Year Built: 1978,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 839 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,175 (year 2041),  Design Load: HS 20,  Features Intersected: Henderson Drainage,  Facility Carried by Structure: Pedestrian Path
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.429,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $36,000

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Structure Number: FKR,  Location: Ct050-4 (Lat: 41.134136,  Lng: -104.771214),  Route carried "on" structure: City street 50-4,  Year Built: 1978,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 839 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,175 (year 2041),  Design Load: HS 20,  Features Intersected: Henderson Drainage,  Facility Carried by Structure: Belaire Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 165.309,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $36,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: FLF,  Location: Happy Jack Rd-Cheyenne (Lat: 41.137561,  Lng: -104.844800),  Route carried "on" structure: State highway 210,  Year Built: 1989,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 5,039 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,055 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.380,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: FNC,  Location: City Of Chey Ames Avenue (Lat: 41.125647,  Lng: -104.822753),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 8,122 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,371 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek,  Facility Carried by Structure: Ames Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.257,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: FPV,  Location: Missile Drive-19Th Street (Lat: 41.131214,  Lng: -104.828822),  Route carried "on" structure: Alternate City street 4006,  Year Built: 1965,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 4,105 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,747 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek,  Facility Carried by Structure: E. 19th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.734,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.35m (24.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $53,000

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Structure Number: FRZ,  Location: 24Th Street-Westland Road (Lat: 41.132700,  Lng: -104.836514),  Route carried "on" structure: City street 4049,  Year Built: 1991,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 839 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 1,175 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek,  Facility Carried by Structure: Westland Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.883,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: JBH,  Location: South Greeley Highway (Lat: 41.108486,  Lng: -104.800608),  Route carried "on" structure: US 85,  Year Built: 1994,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 14,638 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,493 (year 2041),  Design Load: HS 20,  Features Intersected: Allison Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.432,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place