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

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Structure Number: AXB,  Location: Walcott Jct - Laramie (Lat: 41.347258,  Lng: -105.634092),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 6,427 (year 2021),  Truck Traffic: 56%,  Average Future Daily Traffic: 8,998 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Al CR 55 / Welsh Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 496.439,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  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 minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: AXC,  Location: Walcott Jct - Laramie (Lat: 41.347472,  Lng: -105.634086),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 6,662 (year 2021),  Truck Traffic: 56%,  Average Future Daily Traffic: 9,327 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Al CR 55 / Welsh Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 496.199,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: AXD,  Location: Laramie (Lat: 41.317844,  Lng: -105.615075),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 7,011 (year 2021),  Truck Traffic: 95%,  Average Future Daily Traffic: 9,815 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: W. Madison Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 500.461,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AXE,  Location: Laramie (Lat: 41.317839,  Lng: -105.614822),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 7,321 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 10,249 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: W. Madison Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 500.257,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AXJ,  Location: Laramie (Lat: 41.301200,  Lng: -105.608692),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 10,578 (year 2021),  Truck Traffic: 63%,  Average Future Daily Traffic: 14,809 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 502.521,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 81.6 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: Meets minimum limits,  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AXK,  Location: Laramie (Lat: 41.301375,  Lng: -105.608594),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 10,528 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 14,739 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 502.289,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 81.6 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AXP,  Location: 15Th Street Laramie (Lat: 41.293417,  Lng: -105.580464),  Route carried "on" structure: City street 4203,  Year Built: 1962,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 1,762 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,467 (year 2041),  Design Load: HS 20,  Features Intersected: I-80,  Facility Carried by Structure: 15th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.821,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $132,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AXQ,  Location: Laramie (Lat: 41.291436,  Lng: -105.538211),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 406 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 568 (year 2041),  Design Load: HS 20,  Features Intersected: I-80,  Facility Carried by Structure: Vista Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.278,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: 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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AXS,  Location: Laramie - Cheyenne (Lat: 41.276547,  Lng: -105.512578),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 8,005 (year 2021),  Truck Traffic: 82%,  Average Future Daily Traffic: 11,207 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Buck Sullivan Springs Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 511.522,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $14,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: AXT,  Location: Laramie - Cheyenne (Lat: 41.277014,  Lng: -105.511694),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 8,086 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 11,320 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Buck Sullivan Springs Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 511.316,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $30,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: BLB,  Location: Curtis Street Laramie (Lat: 41.326919,  Lng: -105.596397),  Route carried "on" structure: Business US 80,  Year Built: 1963,  Year Reconstructed: 2000,  Status: Posted for load,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 1,480 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,072 (year 2041),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.716,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: BUU,  Location: Laramie (Lat: 41.299797,  Lng: -105.594817),  Route carried "on" structure: US 287,  Year Built: 1963,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 3,781 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,293 (year 2041),  Design Load: HS 20,  Features Intersected: Spring Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 529.440,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.7m (15.4ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 23.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CLS,  Location: Laramie Grand Ave Intg (Lat: 41.291278,  Lng: -105.528683),  Route carried "on" structure: Business US 55,  Year Built: 1962,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 1,733 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,426 (year 2041),  Design Load: HS 20,  Features Intersected: I-80,  Facility Carried by Structure: I-80 EBL On Ramp
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.423,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $454,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: CXY,  Location: Curtis Street Laramie (Lat: 41.327628,  Lng: -105.607719),  Route carried "on" structure: Business US 80,  Year Built: 1963,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,976 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,366 (year 2041),  Design Load: HS 20,  Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.761,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: CXZ,  Location: Curtis Street Laramie (Lat: 41.327908,  Lng: -105.616247),  Route carried "on" structure: Business US 4200,  Year Built: 1969,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 9,462 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,247 (year 2041),  Design Load: HS 20,  Features Intersected: I-80,  Facility Carried by Structure: I-80 Bus.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.042,  Lanes on structure: 2,  Lanes under structure: 4,  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: 31.6m (103.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.06m (0.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DCZ,  Location: Laramie (Lat: 41.314678,  Lng: -105.605447),  Route carried "on" structure: State highway 130,  Year Built: 1977,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 10,639 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,895 (year 2041),  Design Load: HS 20,  Features Intersected: Laramie River,  Facility Carried by Structure: Snowy Range Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.143,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: DLN,  Location: Laramie - Grand Ave (Lat: 41.307986,  Lng: -105.552536),  Route carried "on" structure: Business US 80,  Year Built: 1981,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 17,002 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,803 (year 2041),  Design Load: HS 20,  Features Intersected: Spring Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 532.105,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.60m (83.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $105,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: DOH,  Location: 9Th Street-Laramie (Lat: 41.302617,  Lng: -105.586539),  Route carried "on" structure: City street 2507,  Year Built: 1960,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,762 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,467 (year 2041),  Features Intersected: Spring Creek,  Facility Carried by Structure: 9th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.830,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft),  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: 15.8m (51.8ft)

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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: EAP,  Location: Laramie (Lat: 41.302733,  Lng: -105.577086),  Route carried "on" structure: City street 250-3,  Year Built: 1983,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 250 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 350 (year 2041),  Features Intersected: Spring Creek,  Facility Carried by Structure: 16th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.950,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 17.9m (58.7ft)

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,  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: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: EAQ,  Location: Laramie (Lat: 41.302836,  Lng: -105.575164),  Route carried "on" structure: City street 250-4,  Year Built: 1960,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 250 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 350 (year 2041),  Design Load: HS 20,  Features Intersected: Spring Creek,  Facility Carried by Structure: S. 17th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.948,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: EOB,  Location: 15Th Street In Laramie (Lat: 41.302625,  Lng: -105.578592),  Route carried "on" structure: City street 15,  Year Built: 1960,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,835 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,569 (year 2041),  Design Load: HS 20,  Features Intersected: Spring Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.892,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Very good,  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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: EOW,  Location: 2nd Street - Laramie (Lat: 41.299214,  Lng: -105.596183),  Route carried "on" structure: City street 250-5,  Year Built: 1983,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 849 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,189 (year 2041),  Features Intersected: Spring Creek,  Facility Carried by Structure: S. 2nd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.378,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: EUM,  Location: Laramie (Lat: 41.302617,  Lng: -105.581303),  Route carried "on" structure: City street 250-2,  Year Built: 1983,  Status: Posted for load,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 479 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 671 (year 2041),  Design Load: HS 20,  Features Intersected: Spring Creek,  Facility Carried by Structure: S. 13th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.882,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: FRH,  Location: Arrx 29 Mi N. Of Cheyenne (Lat: 41.575481,  Lng: -104.848422),  Route carried "on" structure: County highway 123-2,  Year Built: 1991,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 25 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 35 (year 2041),  Design Load: HS 20,  Features Intersected: South Fork Bear Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.822,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 1.8m (5.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $50,000

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Structure Number: GBB,  Location: Laramie - Cheyenne (Lat: 41.274378,  Lng: -105.508733),  Route carried "on" structure: Interstate 80,  Year Built: 1946,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 8,005 (year 2021),  Truck Traffic: 82%,  Average Future Daily Traffic: 11,207 (year 2041),  Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 511.924,  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: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 41.7 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: March 2020

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Structure Number: GBC,  Location: Laramie - Cheyenne (Lat: 41.274658,  Lng: -105.506075),  Route carried "on" structure: Interstate 80,  Year Built: 1946,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 8,086 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 11,320 (year 2041),  Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 511.855,  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: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 41.7 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: March 2020

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Structure Number: GBD,  Location: Laramie-East (Lat: 41.271667,  Lng: -105.493903),  Route carried "on" structure: Interstate 80,  Year Built: 1946,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 8,005 (year 2021),  Truck Traffic: 82%,  Average Future Daily Traffic: 11,207 (year 2041),  Design Load: HS 20,  Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 513.231,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 33.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: KLH,  Location: Laramie Marginal (Lat: 41.309225,  Lng: -105.614336),  Route carried "on" structure: Interstate 80,  Year Built: 1997,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 7,011 (year 2021),  Truck Traffic: 95%,  Average Future Daily Traffic: 9,815 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Snowy Range Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 501.420,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  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: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: KLI,  Location: Laramie Marginal (Lat: 41.309233,  Lng: -105.614086),  Route carried "on" structure: Interstate 80,  Year Built: 1997,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 7,321 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 10,249 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Snowy Range Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 501.214,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  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: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: LAN,  Location: Garfield St 30Th-45Th St (Lat: 41.306892,  Lng: -105.553125),  Route carried "on" structure: Alternate City street 250-6,  Year Built: 1996,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,040 (year 2041),  Features Intersected: Spring Creek,  Facility Carried by Structure: E. Garfield Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.576,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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,  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: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: LBL,  Location: Laramie Maginal (Lat: 41.298525,  Lng: -105.598761),  Route carried "on" structure: Interstate 80,  Year Built: 1999,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 10,578 (year 2021),  Truck Traffic: 63%,  Average Future Daily Traffic: 14,809 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 503.404,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LBM,  Location: Laramie (Lat: 41.298719,  Lng: -105.598739),  Route carried "on" structure: Interstate 80,  Year Built: 2001,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 10,528 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 14,739 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 503.166,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LBN,  Location: Laramie Maginal (Lat: 41.297536,  Lng: -105.595025),  Route carried "on" structure: Interstate 80,  Year Built: 1999,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 10,578 (year 2021),  Truck Traffic: 63%,  Average Future Daily Traffic: 14,809 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: US 287
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 503.736,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 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: Better than present minimum criteria,  Deck Geometry: Equal to 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LBO,  Location: Laramie (Lat: 41.297750,  Lng: -105.595067),  Route carried "on" structure: Interstate 80,  Year Built: 2001,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 10,528 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 14,739 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: US 287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 503.491,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LFR,  Location: City Of Laramie (Lat: 41.310122,  Lng: -105.605992),  Route carried "on" structure: City street 4217,  Year Built: 2006,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 1,286 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,800 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Laramie River,  Facility Carried by Structure: W. Garfield Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.109,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LIS,  Location: Laramie Streets (Lat: 41.293536,  Lng: -105.593900),  Route carried "on" structure: US 287,  Year Built: 2005,  Status: Open,  Structure Length: 16.90m (55.45ft),  Average Daily Traffic: 4,104 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,746 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 530.142,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 66.0m (216.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.4 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MTE,  Location: Laramie Streets (Lat: 41.320047,  Lng: -105.595169),  Route carried "on" structure: State highway 130,  Year Built: 2018,  Status: Open,  Structure Length: 12.21m (40.06ft),  Average Daily Traffic: 1,134 (year 2021),  Truck Traffic: 46%,  Average Future Daily Traffic: 1,588 (year 2041),  Design Load: HL 93,  Features Intersected: UPRR,  Facility Carried by Structure: Snowy Range Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.566,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 75.4m (247.4ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MTM,  Location: Laramie (Lat: 41.307014,  Lng: -105.557461),  Route carried "on" structure: Alternate City street 10194,  Year Built: 2014,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,580 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,412 (year 2041),  Design Load: HS 20,  Features Intersected: Spring Creek,  Facility Carried by Structure: S. 30th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.485,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 41.7 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 desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: NFQ,  Location: Laramie Grand Ave Intg (Lat: 41.290658,  Lng: -105.528522),  Route carried "on" structure: Business US 55,  Year Built: 1962,  Status: Closed,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 1,933 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,706 (year 2041),  Design Load: HS 20,  Features Intersected: I-80,  Facility Carried by Structure: I-80 EBL Off Ramp
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.536,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.0m,  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Critical,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: AXP,  Location: 15Th Street Laramie (Lat: 41.293417,  Lng: -105.580464),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 10,578 (year 2021),  Truck Traffic: 63%,  Features Intersected: I-80,  Facility Carried by Structure: 15th Street
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 505.038,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: AXP,  Location: 15Th Street Laramie (Lat: 41.293417,  Lng: -105.580464),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,393 (year 2021),  Truck Traffic: 44%,  Features Intersected: I-80,  Facility Carried by Structure: 15th Street
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 504.806,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: AXQ,  Location: Laramie (Lat: 41.291436,  Lng: -105.538211),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 10,578 (year 2021),  Truck Traffic: 63%,  Features Intersected: I-80,  Facility Carried by Structure: Vista Drive
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 508.609,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.1m (56.1ft)