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

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Structure Number: AFQ,  Location: Orin Junction - Douglas (Lat: 42.732167,  Lng: -105.341261),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 4,494 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,292 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: South Douglas Intg
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.595,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AFR,  Location: Orin Junction - Douglas (Lat: 42.731936,  Lng: -105.341214),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 4,530 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,342 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: South Douglas Intg
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.606,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  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: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AFT,  Location: Orin Junction - Casper (Lat: 42.737861,  Lng: -105.377219),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 3,763 (year 2021),  Truck Traffic: 37%,  Average Future Daily Traffic: 5,268 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Golf Course Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.717,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  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: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AFU,  Location: Orin Junction - Casper (Lat: 42.737683,  Lng: -105.377197),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 4,258 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,961 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Golf Course Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.730,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AFV,  Location: Orin Junction - Casper (Lat: 42.737672,  Lng: -105.380097),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 3,763 (year 2021),  Truck Traffic: 37%,  Average Future Daily Traffic: 5,268 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BNSF Railway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.953,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  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: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AFW,  Location: Orin Junction - Casper (Lat: 42.737500,  Lng: -105.380047),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,258 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,961 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BNSF Railway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.965,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AFX,  Location: Orin Junction - Casper (Lat: 42.737617,  Lng: -105.380958),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 5.47m (17.95ft),  Average Daily Traffic: 3,763 (year 2021),  Truck Traffic: 37%,  Average Future Daily Traffic: 5,268 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Co CR 1 / Irvine Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.024,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AFY,  Location: Orin Junction - Casper (Lat: 42.737442,  Lng: -105.380906),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 5.47m (17.95ft),  Average Daily Traffic: 4,258 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,961 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Co CR 1 / Irvine Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.035,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 56.2 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AFZ,  Location: Orin Junction - Casper (Lat: 42.741569,  Lng: -105.399356),  Route carried "on" structure: Interstate 25,  Year Built: 1966,  Status: Open,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 3,763 (year 2021),  Truck Traffic: 37%,  Average Future Daily Traffic: 5,268 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 222.658,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: 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: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AGA,  Location: Orin Junction - Casper (Lat: 42.741400,  Lng: -105.399450),  Route carried "on" structure: Interstate 25,  Year Built: 1966,  Status: Open,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 4,258 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,961 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 222.683,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AGB,  Location: Orin Junction - Casper (Lat: 42.755725,  Lng: -105.407925),  Route carried "on" structure: Interstate 25,  Year Built: 1966,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 3,763 (year 2021),  Truck Traffic: 37%,  Average Future Daily Traffic: 5,268 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WYO 94 / Esterbrook Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 224.483,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AGC,  Location: Orin Junction - Casper (Lat: 42.755556,  Lng: -105.408086),  Route carried "on" structure: Interstate 25,  Year Built: 1966,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,258 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,961 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WYO 94 / Esterbrook Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 224.513,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: Latex Concrete

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Structure Number: AGD,  Location: Douglas - Casper (Lat: 42.771100,  Lng: -105.434194),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 4,624 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 6,474 (year 2041),  Features Intersected: Six Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 227.399,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: AGF,  Location: Douglas - Casper (Lat: 42.780689,  Lng: -105.462803),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 4,624 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 6,474 (year 2041),  Features Intersected: Five Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.236,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

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

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Structure Number: AGG,  Location: Douglas - Casper (Lat: 42.780275,  Lng: -105.462797),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 4,577 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,408 (year 2041),  Features Intersected: Five Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.238,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

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

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Structure Number: BLM,  Location: Douglas (Lat: 42.759475,  Lng: -105.412228),  Route carried "on" structure: Business US 58,  Year Built: 1966,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 5,972 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,361 (year 2041),  Design Load: HS 20,  Features Intersected: I-25,  Facility Carried by Structure: I25/US20-26-87 Bus
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 226.050,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: CFQ,  Location: Douglas (Lat: 42.765619,  Lng: -105.382681),  Route carried "on" structure: City street 4827,  Year Built: 1967,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 3,698 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,177 (year 2041),  Design Load: HS 20,  Features Intersected: E Fork Antelope Creek,  Facility Carried by Structure: N. 4th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.775,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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

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Structure Number: CFR,  Location: Douglas (Lat: 42.769169,  Lng: -105.382619),  Route carried "on" structure: City street 4827,  Year Built: 1972,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 3,561 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,985 (year 2041),  Design Load: HS 20,  Features Intersected: Antelope Creek,  Facility Carried by Structure: N. 4th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.381,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CMZ,  Location: Douglas - North (Lat: 42.771308,  Lng: -105.433617),  Route carried "on" structure: State highway 93,  Year Built: 1961,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 5,417 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,584 (year 2041),  Design Load: HS 20,  Features Intersected: Six Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.696,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

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

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Structure Number: CNC,  Location: Douglas - South (Lat: 42.705158,  Lng: -105.396925),  Route carried "on" structure: State highway 94,  Year Built: 1959,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 763 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,068 (year 2041),  Design Load: HS 20,  Features Intersected: Bed Tick Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.568,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: CND,  Location: Douglas - South (Lat: 42.689222,  Lng: -105.392075),  Route carried "on" structure: State highway 94,  Year Built: 1961,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 763 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,068 (year 2041),  Design Load: HS 20,  Features Intersected: Esmay Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.414,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: FCI,  Location: T32N R071W S09 (Lat: 42.765528,  Lng: -105.385389),  Route carried "on" structure: City street 100-1,  Year Built: 1985,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 425 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 595 (year 2041),  Design Load: HS 20,  Features Intersected: Antelope Creek,  Facility Carried by Structure: N. 2nd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.601,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $276,000 ( Estimate for 2014),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: FDB,  Location: Douglas Bypass (Lat: 42.771558,  Lng: -105.406358),  Route carried "on" structure: State highway 59,  Year Built: 1988,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 6,280 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 8,792 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.065,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: FDC,  Location: Douglas Bypass (Lat: 42.776703,  Lng: -105.401175),  Route carried "on" structure: State highway 59,  Year Built: 1988,  Status: Open,  Structure Length: 16.52m (54.20ft),  Average Daily Traffic: 5,440 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,616 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF Railway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.780,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: FEB,  Location: Richards Street (Douglas) (Lat: 42.749142,  Lng: -105.393347),  Route carried "on" structure: City street 4802,  Year Built: 1984,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 3,592 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,029 (year 2041),  Design Load: HS 20,  Features Intersected: North Platte River,  Facility Carried by Structure: W. Richards Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.265,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.59m (44.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $75,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: FRI,  Location: Approx 5 Mi Se Of Douglas (Lat: 42.687197,  Lng: -105.345589),  Route carried "on" structure: County highway 1A,  Year Built: 1946,  Status: Posted for load,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 101 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 141 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF Railway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.031,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $64,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: KBI,  Location: Anderson Dairy Road (Lat: 42.720314,  Lng: -105.390547),  Route carried "on" structure: County highway 2,  Year Built: 1996,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 651 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 911 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.583,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: MAC,  Location: Douglas (Lat: 42.762633,  Lng: -105.393911),  Route carried "on" structure: State highway 58,  Year Built: 2009,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 8,746 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,244 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: North Platte River,  Facility Carried by Structure: I25/US20-26-87 Bus
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 224.441,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.05m (46.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $3,847,000,  Roadway Improvement Cost: $385,000,  Total Project Cost: $5,770,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AFQ,  Location: Orin Junction - Douglas (Lat: 42.732167,  Lng: -105.341261),  Route carried "under" structure: US 20,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 6,762 (year 2021),  Truck Traffic: 11%,  Features Intersected: South Douglas Intg,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 217.970,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: AFT,  Location: Orin Junction - Casper (Lat: 42.737861,  Lng: -105.377219),  Route carried "under" structure: City street 11609,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,151 (year 2021),  Truck Traffic: 8%,  Features Intersected: Golf Course Road,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 161.894,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: AFU,  Location: Orin Junction - Casper (Lat: 42.737683,  Lng: -105.377197),  Route carried "under" structure: City street 11609,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,151 (year 2021),  Truck Traffic: 8%,  Features Intersected: Golf Course Road,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 161.914,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: AFX,  Location: Orin Junction - Casper (Lat: 42.737617,  Lng: -105.380958),  Route carried "under" structure: County highway 1,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 202 (year 2021),  Truck Traffic: 10%,  Features Intersected: Co CR 1 / Irvine Road,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 7.30m (23.95ft),  Kilometerpoint: 0.323,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.7m (51.5ft)

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Structure Number: AFY,  Location: Orin Junction - Casper (Lat: 42.737442,  Lng: -105.380906),  Route carried "under" structure: County highway 1,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 202 (year 2021),  Truck Traffic: 10%,  Features Intersected: Co CR 1 / Irvine Road,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 7.30m (23.95ft),  Kilometerpoint: 0.343,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.7m (51.5ft)

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Structure Number: AGB,  Location: Orin Junction - Casper (Lat: 42.755725,  Lng: -105.407925),  Route carried "under" structure: State highway 94,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,187 (year 2021),  Truck Traffic: 4%,  Features Intersected: WYO 94 / Esterbrook Rd,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.774,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: AGC,  Location: Orin Junction - Casper (Lat: 42.755556,  Lng: -105.408086),  Route carried "under" structure: State highway 94,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,187 (year 2021),  Truck Traffic: 4%,  Features Intersected: WYO 94 / Esterbrook Rd,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.797,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: BLM,  Location: Douglas (Lat: 42.759475,  Lng: -105.412228),  Route carried "under" structure: Interstate 25,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 4,258 (year 2021),  Truck Traffic: 20%,  Features Intersected: I-25
Minimum Vertical Clearance: 5.75m (18.86ft),  Kilometerpoint: 225.059,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: BLM,  Location: Douglas (Lat: 42.759475,  Lng: -105.412228),  Route carried "under" structure: Interstate 25,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,763 (year 2021),  Truck Traffic: 37%,  Features Intersected: I-25
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 225.031,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: DUE,  Location: Douglas (Lat: 42.764547,  Lng: -105.386922),  Route carried "under" structure: City street 4822,  Year Built: 1923,  Structure Length: 0. m,  Average Daily Traffic: 1,227 (year 2021),  Truck Traffic: 11%,  Features Intersected: E Clay St,  Facility Carried by Structure: BNSF Railway
Minimum Vertical Clearance: 3.63m (11.91ft),  Kilometerpoint: 160.841,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.9m (29.2ft)