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

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Structure Number: JVS,  Location: Converse Avenue (Lat: 41.160844,  Lng: -104.785394),  Route carried "on" structure: City street 4001,  Year Built: 1992,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 10,194 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,272 (year 2041),  Design Load: HS 20,  Features Intersected: Dry Creek,  Facility Carried by Structure: Converse Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.992,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 78.4 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  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

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Structure Number: KCX,  Location: Pershing Blvd (Lat: 41.145411,  Lng: -104.745536),  Route carried "on" structure: City street 210,  Year Built: 1993,  Status: Open,  Structure Length: 2.05m (6.73ft),  Average Daily Traffic: 363 (year 2021),  Truck Traffic: 39%,  Average Future Daily Traffic: 508 (year 2041),  Design Load: HS 20,  Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.825,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: KEF,  Location: Colo St. Line-Cheyenne (Lat: 41.099467,  Lng: -104.850081),  Route carried "on" structure: Business US 212,  Year Built: 1995,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 13,762 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,267 (year 2041),  Design Load: HS 20,  Features Intersected: I-25,  Facility Carried by Structure: La Cnty Rd 926
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.907,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: KPL,  Location: Cheyenne Streets (Lat: 41.108886,  Lng: -104.790033),  Route carried "on" structure: City street 4019,  Year Built: 1996,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 3,628 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,079 (year 2041),  Design Load: HS 20,  Features Intersected: Allison Draw,  Facility Carried by Structure: La Cnty Rd 126-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.699,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 58.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $39,000

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Structure Number: KPX,  Location: Cheyenne (Lat: 41.170197,  Lng: -104.828603),  Route carried "on" structure: City street 1108,  Year Built: 1995,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 5,428 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,599 (year 2041),  Design Load: HS 20,  Features Intersected: Dry Creek,  Facility Carried by Structure: WYO 219
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.067,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 39.4m (129.3ft)

Condition: Channel: Very 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: KSA,  Location: Cheyenne (Lat: 41.102369,  Lng: -104.807572),  Route carried "on" structure: Alternate US 212,  Year Built: 2001,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 5,903 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,264 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Allison Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.764,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: KSG,  Location: Cheyenne Drainage (Lat: 41.108400,  Lng: -104.770047),  Route carried "on" structure: State highway 212,  Year Built: 1997,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 9,734 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,628 (year 2041),  Design Load: HS 20,  Features Intersected: Allison Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.286,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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: LEK,  Location: Cheyenne (Lat: 41.105969,  Lng: -104.803100),  Route carried "on" structure: County highway 207A,  Year Built: 2004,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 1,599 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,239 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Allison Draw,  Facility Carried by Structure: La Cnty Rd 207-A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.252,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Very 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: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $42,000

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Structure Number: LEW,  Location: Cheyenne (Lat: 41.121381,  Lng: -104.803422),  Route carried "on" structure: City street 4067,  Year Built: 1999,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 2,548 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,567 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek,  Facility Carried by Structure: E. 1st Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.156,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: LZL,  Location: Cheyenne Streets (Lat: 41.122667,  Lng: -104.794850),  Route carried "on" structure: City street 4019,  Year Built: 2006,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 6,444 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,022 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek,  Facility Carried by Structure: Morrie Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.184,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MCJ,  Location: Cheyenne Marginal (Lat: 41.145947,  Lng: -104.838897),  Route carried "on" structure: Interstate 25,  Year Built: 2009,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 10,976 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 15,366 (year 2041),  Design Load: HL 93,  Features Intersected: Randall Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.038,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MCK,  Location: Cheyenne Marginal (Lat: 41.145989,  Lng: -104.839058),  Route carried "on" structure: Interstate 25,  Year Built: 2009,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 10,651 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,911 (year 2041),  Design Load: HL 93,  Features Intersected: Randall Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.044,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.35m (27.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,187,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,780,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MCX,  Location: Cheyenne Warren Avenue (Lat: 41.121747,  Lng: -104.805378),  Route carried "on" structure: City street 4069,  Year Built: 2008,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 668 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 935 (year 2041),  Design Load: HS 20,  Features Intersected: Crow Creek,  Facility Carried by Structure: Warren Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.242,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: MFT,  Location: Colorado State Line - Che (Lat: 41.061494,  Lng: -104.877047),  Route carried "on" structure: Other road 9586,  Year Built: 2010,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 958 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 1,341 (year 2041),  Design Load: HS 20,  Features Intersected: I-25,  Facility Carried by Structure: La Cnty Rd 927
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.214,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MGE,  Location: Cheyenne Streets (Lat: 41.097961,  Lng: -104.810539),  Route carried "on" structure: Alternate County highway 769,  Year Built: 2009,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 460 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 644 (year 2041),  Features Intersected: Allison Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.491,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.7m (18.7ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: MGF,  Location: Cheyenne (Lat: 41.097086,  Lng: -104.811614),  Route carried "on" structure: Alternate County highway 451,  Year Built: 2009,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 460 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 644 (year 2041),  Features Intersected: Allison Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.079,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.7m (18.7ft)

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: December 2021

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Structure Number: MHF,  Location: Cheyenne/Dunn Ave (Lat: 41.131950,  Lng: -104.795242),  Route carried "on" structure: City street 4019,  Year Built: 2009,  Status: Open,  Structure Length: 8.80m (28.87ft),  Average Daily Traffic: 12,941 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,117 (year 2041),  Design Load: HL 93,  Features Intersected: UPRR,  Facility Carried by Structure: Logan Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.781,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: NCM,  Location: East Edge of Cheyenne (Lat: 41.145775,  Lng: -104.713342),  Route carried "on" structure: City street CR103,  Year Built: 2020,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 8,933 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,506 (year 2041),  Design Load: HL 93,  Features Intersected: UPRR,  Facility Carried by Structure: Christensen Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.535,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AAG,  Location: Colorado Line - Cheyenne (Lat: 41.035756,  Lng: -104.896728),  Route carried "under" structure: State highway 223,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,044 (year 2021),  Truck Traffic: 2%,  Features Intersected: WYO 223 / Terry Ranch Rd,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.32m (17.45ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: AAH,  Location: Colorado Line - Cheyenne (Lat: 41.035817,  Lng: -104.896950),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,044 (year 2021),  Truck Traffic: 2%,  Features Intersected: WYO 223 / Terry Ranch Rd,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.011,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: AAR,  Location: Colorado Line - Cheyenne (Lat: 41.113631,  Lng: -104.850722),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 907 (year 2021),  Truck Traffic: 10%,  Features Intersected: I-80,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.472,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAR,  Location: Colorado Line - Cheyenne (Lat: 41.113631,  Lng: -104.850722),  Route carried "under" structure: Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2021),  Truck Traffic: 57%,  Features Intersected: I-80,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 578.372,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAR,  Location: Colorado Line - Cheyenne (Lat: 41.113631,  Lng: -104.850722),  Route carried "under" structure: Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10,825 (year 2021),  Truck Traffic: 44%,  Features Intersected: I-80,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 578.094,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAR,  Location: Colorado Line - Cheyenne (Lat: 41.113631,  Lng: -104.850722),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 2,410 (year 2021),  Truck Traffic: 61%,  Features Intersected: I-80,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAS,  Location: Colorado Line - Cheyenne (Lat: 41.113569,  Lng: -104.850992),  Route carried "under" structure: Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2021),  Truck Traffic: 57%,  Features Intersected: I-80,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 578.348,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAS,  Location: Colorado Line - Cheyenne (Lat: 41.113569,  Lng: -104.850992),  Route carried "under" structure: Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10,825 (year 2021),  Truck Traffic: 44%,  Features Intersected: I-80,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 578.072,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAS,  Location: Colorado Line - Cheyenne (Lat: 41.113569,  Lng: -104.850992),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 2,424 (year 2021),  Truck Traffic: 19%,  Features Intersected: I-80,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.042,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAS,  Location: Colorado Line - Cheyenne (Lat: 41.113569,  Lng: -104.850992),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,379 (year 2021),  Truck Traffic: 23%,  Features Intersected: I-80,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.037,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: AAV,  Location: Cheyenne (Lat: 41.117725,  Lng: -104.850828),  Route carried "under" structure: Business US 30,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,779 (year 2021),  Truck Traffic: 9%,  Features Intersected: UPRR / US 30,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 7.96m (26.12ft),  Kilometerpoint: 579.457,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: AAW,  Location: Cheyenne (Lat: 41.117606,  Lng: -104.851097),  Route carried "under" structure: Business US 30,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,077 (year 2021),  Truck Traffic: 13%,  Features Intersected: UPRR / US 30,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 7.93m (26.02ft),  Kilometerpoint: 579.433,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: ABB,  Location: Cheyenne (Lat: 41.136586,  Lng: -104.840511),  Route carried "under" structure: City street 9013,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 576 (year 2021),  Truck Traffic: 3%,  Features Intersected: Missile Dr/Happy Jack Rd,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 0.328,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 16.3m (53.5ft)

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Structure Number: ABK,  Location: Cheyenne (Lat: 41.159531,  Lng: -104.839361),  Route carried "under" structure: Interstate 25,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 7,152 (year 2021),  Truck Traffic: 16%,  Features Intersected: I-25,  Facility Carried by Structure: Stinner Road
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 19.549,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: ABK,  Location: Cheyenne (Lat: 41.159531,  Lng: -104.839361),  Route carried "under" structure: Interstate 25,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 9,233 (year 2021),  Truck Traffic: 44%,  Features Intersected: I-25,  Facility Carried by Structure: Stinner Road
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 19.549,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: ABP,  Location: Vandehei Ave Cheyenne (Lat: 41.183661,  Lng: -104.838461),  Route carried "under" structure: Interstate 25,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,651 (year 2021),  Truck Traffic: 44%,  Features Intersected: I-25,  Facility Carried by Structure: Vandehei Avenue
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 22.248,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: ABP,  Location: Vandehei Ave Cheyenne (Lat: 41.183661,  Lng: -104.838461),  Route carried "under" structure: Interstate 25,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,193 (year 2021),  Truck Traffic: 20%,  Features Intersected: I-25,  Facility Carried by Structure: Vandehei Avenue
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 22.248,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: ADR,  Location: Cheyenne (Lat: 41.120544,  Lng: -104.793664),  Route carried "under" structure: Business City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 457 (year 2021),  Truck Traffic: 13%,  Features Intersected: Morrie Avenue,  Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 160.930,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: AYU,  Location: Laramie - Cheyenne (Lat: 41.114772,  Lng: -104.860861),  Route carried "under" structure: Business US 56,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,779 (year 2021),  Truck Traffic: 9%,  Features Intersected: UPRR / US 30,  Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 8.84m (29.00ft),  Kilometerpoint: 578.562,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: AYV,  Location: Laramie - Cheyenne (Lat: 41.114872,  Lng: -104.860597),  Route carried "under" structure: Business US 56,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,779 (year 2021),  Truck Traffic: 9%,  Features Intersected: UPRR / US 30,  Facility Carried by Structure: I-80 WBL
Minimum Vertical Clearance: 9.08m (29.79ft),  Kilometerpoint: 578.587,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: AYZ,  Location: Cheyenne (Lat: 41.115300,  Lng: -104.843844),  Route carried "under" structure: City street 4016,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,355 (year 2021),  Truck Traffic: 22%,  Features Intersected: La CR 123-1/Southwest Dr,  Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 1.811,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: AZA,  Location: Cheyenne (Lat: 41.115506,  Lng: -104.843833),  Route carried "under" structure: City street 4016,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,355 (year 2021),  Truck Traffic: 22%,  Features Intersected: La CR 123-1/Southwest Dr,  Facility Carried by Structure: I-80 WBL
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 1.833,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: AZC,  Location: Cheyenne (Lat: 41.116344,  Lng: -104.836303),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2021),  Truck Traffic: 55%,  Features Intersected: I-80,  Facility Carried by Structure: BNSF Railway
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 579.623,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: AZC,  Location: Cheyenne (Lat: 41.116344,  Lng: -104.836303),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 10,825 (year 2021),  Truck Traffic: 44%,  Features Intersected: I-80,  Facility Carried by Structure: BNSF Railway
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 579.353,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: AZD,  Location: Parsley Blvd-Cheyenne (Lat: 41.116061,  Lng: -104.828789),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 10,825 (year 2021),  Truck Traffic: 44%,  Features Intersected: I-80,  Facility Carried by Structure: La Cnty Rd 124-1
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 579.985,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: AZD,  Location: Parsley Blvd-Cheyenne (Lat: 41.116061,  Lng: -104.828789),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2021),  Truck Traffic: 55%,  Features Intersected: I-80,  Facility Carried by Structure: La Cnty Rd 124-1
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 580.255,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: AZI,  Location: Cheyenne (Lat: 41.118856,  Lng: -104.805242),  Route carried "under" structure: Business US 85,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 10,097 (year 2021),  Truck Traffic: 5%,  Features Intersected: South Greeley Highway,  Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 13.655,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: AZI,  Location: Cheyenne (Lat: 41.118856,  Lng: -104.805242),  Route carried "under" structure: Business US 85,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11,025 (year 2021),  Truck Traffic: 3%,  Features Intersected: South Greeley Highway,  Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 13.676,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: AZJ,  Location: Cheyenne (Lat: 41.119019,  Lng: -104.805353),  Route carried "under" structure: Business US 85,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11,025 (year 2021),  Truck Traffic: 3%,  Features Intersected: South Greeley Highway,  Facility Carried by Structure: I-80 WBL
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 13.697,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: AZJ,  Location: Cheyenne (Lat: 41.119019,  Lng: -104.805353),  Route carried "under" structure: Business US 85,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 10,097 (year 2021),  Truck Traffic: 5%,  Features Intersected: South Greeley Highway,  Facility Carried by Structure: I-80 WBL
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 13.687,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: BLF,  Location: Missile Drive Cheyenne (Lat: 41.132942,  Lng: -104.833161),  Route carried "under" structure: State highway 226,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,781 (year 2021),  Truck Traffic: 8%,  Features Intersected: Missile Drive,  Facility Carried by Structure: BNSF Railway
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 162.986,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: CGC,  Location: Cheyenne - Pine Bluffs (Lat: 41.157456,  Lng: -104.655758),  Route carried "under" structure: Interstate 80,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 2021),  Truck Traffic: 44%,  Features Intersected: I-80,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 595.551,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: CGC,  Location: Cheyenne - Pine Bluffs (Lat: 41.157456,  Lng: -104.655758),  Route carried "under" structure: Interstate 80,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 7,169 (year 2021),  Truck Traffic: 78%,  Features Intersected: I-80,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 595.829,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: CIX,  Location: Happy Jack Rd - Cheyenne (Lat: 41.131431,  Lng: -104.834692),  Route carried "under" structure: Alternate City street 506,  Year Built: 1911,  Structure Length: 0. m,  Average Daily Traffic: 1,362 (year 2021),  Truck Traffic: 5%,  Features Intersected: Old Happy Jack Road,  Facility Carried by Structure: BNSF Railway
Minimum Vertical Clearance: 0.37m (1.21ft),  Kilometerpoint: 159.262,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: CMO,  Location: Cheyenne (Lat: 41.123839,  Lng: -104.837778),  Route carried "under" structure: Business US 30,  Year Built: 1911,  Structure Length: 0. m,  Average Daily Traffic: 4,830 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 30 / UPRR,  Facility Carried by Structure: BNSF Railway
Minimum Vertical Clearance: 4.58m (15.03ft),  Kilometerpoint: 580.753,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: DBR,  Location: Cheyenne - Pine Bluffs (Lat: 41.134922,  Lng: -104.704494),  Route carried "under" structure: City street 207,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 1,884 (year 2021),  Truck Traffic: 17%,  Features Intersected: Campstool Road,  Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 8.103,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: DBS,  Location: Cheyenne - Pine Bluffs (Lat: 41.135269,  Lng: -104.704819),  Route carried "under" structure: City street 209,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 1,884 (year 2021),  Truck Traffic: 17%,  Features Intersected: Campstool Road,  Facility Carried by Structure: I-80 WBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 8.079,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: DBW,  Location: College Drive Cheyenne (Lat: 41.123758,  Lng: -104.766953),  Route carried "under" structure: Interstate 80,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2021),  Truck Traffic: 57%,  Features Intersected: I-80,  Facility Carried by Structure: WYO 212
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 585.529,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: DBW,  Location: College Drive Cheyenne (Lat: 41.123758,  Lng: -104.766953),  Route carried "under" structure: Interstate 80,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 9,233 (year 2021),  Truck Traffic: 44%,  Features Intersected: I-80,  Facility Carried by Structure: WYO 212
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 585.259,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: DBX,  Location: College Drive Cheyenne (Lat: 41.128111,  Lng: -104.766550),  Route carried "under" structure: City street 209-3,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 2,417 (year 2021),  Truck Traffic: 4%,  Features Intersected: UPRR / Campstool Rd,  Facility Carried by Structure: WYO 212
Minimum Vertical Clearance: 8.65m (28.38ft),  Kilometerpoint: 2.565,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: DPQ,  Location: T13N R066W S06 (Lat: 41.127664,  Lng: -104.824142),  Route carried "under" structure: City street 50-2,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 8,122 (year 2021),  Truck Traffic: 4%,  Features Intersected: Dey Ave,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 3.98m (13.06ft),  Kilometerpoint: 162.510,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: DPR,  Location: T13N R066W S06 (Lat: 41.126086,  Lng: -104.823053),  Route carried "under" structure: City street 5002,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 8,122 (year 2021),  Truck Traffic: 4%,  Features Intersected: Dey Ave,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.58m (15.03ft),  Kilometerpoint: 162.312,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: EOI,  Location: Cheyenne (Lat: 41.167158,  Lng: -104.839708),  Route carried "under" structure: Interstate 25,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 7,119 (year 2021),  Truck Traffic: 19%,  Features Intersected: I-25,  Facility Carried by Structure: Central Ave
Minimum Vertical Clearance: 5.37m (17.62ft),  Kilometerpoint: 20.408,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: EOI,  Location: Cheyenne (Lat: 41.167158,  Lng: -104.839708),  Route carried "under" structure: Interstate _,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 7,227 (year 2021),  Truck Traffic: 20%,  Features Intersected: I-25,  Facility Carried by Structure: Central Ave
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 20.411,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: KEF,  Location: Colo St. Line-Cheyenne (Lat: 41.099467,  Lng: -104.850081),  Route carried "under" structure: Interstate 25,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 10,584 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-25,  Facility Carried by Structure: La Cnty Rd 926
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 12.629,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: KEF,  Location: Colo St. Line-Cheyenne (Lat: 41.099467,  Lng: -104.850081),  Route carried "under" structure: Interstate 25,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 10,651 (year 2021),  Truck Traffic: 20%,  Features Intersected: I-25,  Facility Carried by Structure: La Cnty Rd 926
Minimum Vertical Clearance: 5.37m (17.62ft),  Kilometerpoint: 12.627,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: MFT,  Location: Colorado State Line - Che (Lat: 41.061494,  Lng: -104.877047),  Route carried "under" structure: Interstate 25,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 10,584 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-25,  Facility Carried by Structure: La Cnty Rd 927
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 7.619,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: MFT,  Location: Colorado State Line - Che (Lat: 41.061494,  Lng: -104.877047),  Route carried "under" structure: Interstate 25,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 10,468 (year 2021),  Truck Traffic: 44%,  Features Intersected: I-25,  Facility Carried by Structure: La Cnty Rd 927
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 7.644,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)