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

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Structure Number: AFWYGHLN00505,  Location: 0.15 miles north of Missi (Lat: 41.146133,  Lng: -104.856111),  Route carried "on" structure: Other road ,  Year Built: 1983,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,870 (year 2013),  Average Future Daily Traffic: 2,000 (year 2033),  Design Load: HS 20,  Features Intersected: CROW CREEK,  Facility Carried by Structure: OLD GLORY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Air Force,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: September 2020

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Structure Number: AFWYGHLN0052,  Location: 0.17 miles west of Gate 2 (Lat: 41.141972,  Lng: -104.851156),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 5 (year 2016),  Average Future Daily Traffic: 6 (year 2036),  Design Load: HL 93,  Features Intersected: CROW CREEK,  Facility Carried by Structure: MISSILE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: September 2020,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $60,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: AFWYGHLN0067,  Location: 0.10 miles north of Missi (Lat: 41.148769,  Lng: -104.865939),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 410 (year 2013),  Average Future Daily Traffic: 492 (year 2033),  Design Load: HS 20,  Features Intersected: CROW CREEK,  Facility Carried by Structure: S FRONTIER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2020,  Bridge Improvement Cost: $1,500,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $2,250,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AFWYGHLN01431,  Location: 0.30 miles south of Randa (Lat: 41.158728,  Lng: -104.879433),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 700 (year 2013),  Average Future Daily Traffic: 840 (year 2033),  Features Intersected: CROW CREEK,  Facility Carried by Structure: MISSILE DRIVE WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.1m (108.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.1 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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AFWYGHLN02116,  Location: At southeast corner of th (Lat: 41.155114,  Lng: -104.853194),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Future Daily Traffic: 2 (year 2036),  Design Load: HS 20,  Features Intersected: AFWYGHLN02116,  Facility Carried by Structure: GOLF COURSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: AYP,  Location: Laramie - Cheyenne (Lat: 41.112828,  Lng: -104.933361),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Status: Open,  Structure Length: 2.14m (7.02ft),  Average Daily Traffic: 6,886 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 9,640 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 571.304,  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: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: AYQ,  Location: Laramie - Cheyenne (Lat: 41.113242,  Lng: -104.933433),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Status: Open,  Structure Length: 2.14m (7.02ft),  Average Daily Traffic: 6,902 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 9,663 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 571.019,  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: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: AYR,  Location: Laramie - Cheyenne (Lat: 41.116506,  Lng: -104.886675),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 7,971 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 11,159 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WYO 222
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 575.263,  Lanes on structure: 2,  Lanes under structure: 3,  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: 13.4m (44.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: AYS,  Location: Laramie - Cheyenne (Lat: 41.116925,  Lng: -104.886672),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 7,311 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 10,235 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WYO 222
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 574.986,  Lanes on structure: 2,  Lanes under structure: 3,  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: 13.4m (44.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: LMQ,  Location: Happy Jack Road (Lat: 41.130036,  Lng: -104.912336),  Route carried "on" structure: Alternate State highway 107,  Year Built: 2004,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,329 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,261 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Diamond Creek,  Facility Carried by Structure: WYO 210
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.244,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: March 2020

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Structure Number: AYR,  Location: Laramie - Cheyenne (Lat: 41.116506,  Lng: -104.886675),  Route carried "under" structure: State highway 222,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 4,040 (year 2021),  Truck Traffic: 10%,  Features Intersected: WYO 222,  Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 4.61m (15.12ft),  Kilometerpoint: 1.242,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: AYS,  Location: Laramie - Cheyenne (Lat: 41.116925,  Lng: -104.886672),  Route carried "under" structure: State highway 222,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 4,040 (year 2021),  Truck Traffic: 10%,  Features Intersected: WYO 222,  Facility Carried by Structure: I-80 WBL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.289,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.4m (44.0ft)