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


  • National Bridge Inventory (NBI) Statistics
  • 32Number of bridges
  • 305ft / 93.4mTotal length
  • $115,000Total costs
  • 105,435Total average daily traffic
  • 33,267Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Moorcroft
  • No street view available for this location

New bridges in Moorcroft, WY - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 301960-1969
  • 11990-1999
Average Bridge Truck Traffic in Moorcroft, WY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 7.7%Good
  • 65.4%Satisfactory
  • 26.9%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 23.1%Good
  • 73.1%Satisfactory
  • 3.8%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 15.4%Good
  • 84.6%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 10.0%Very good
  • 50.0%Good
  • 40.0%Satisfactory
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Structure Number: BGN,  Location: Gillette - Moorcroft (Lat: 44.280622,  Lng: -104.993769),  Route carried "on" structure: Interstate 90,  Year Built: 1969,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 3,850 (year 2021),  Truck Traffic: 45%,  Average Future Daily Traffic: 5,390 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Cr CR 68 / D Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 247.215,  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: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: BGO,  Location: Gillette - Moorcroft (Lat: 44.280861,  Lng: -104.993714),  Route carried "on" structure: Interstate 90,  Year Built: 1969,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 3,720 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,208 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Cr CR 68 / D Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 247.034,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  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: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: BGP,  Location: Gillette - Moorcroft (Lat: 44.279689,  Lng: -104.989331),  Route carried "on" structure: Interstate 90,  Year Built: 1969,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 3,850 (year 2021),  Truck Traffic: 45%,  Average Future Daily Traffic: 5,390 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Donkey Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 247.583,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  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-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: BGQ,  Location: Gillette - Moorcroft (Lat: 44.279819,  Lng: -104.988939),  Route carried "on" structure: Interstate 90,  Year Built: 1969,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 3,720 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,208 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Donkey Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 247.433,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  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-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: BGR,  Location: Gillette - Moorcroft (Lat: 44.279278,  Lng: -104.989564),  Route carried "on" structure: State highway 51,  Year Built: 1956,  Status: Open,  Structure Length: 3.49m (11.45ft),  Average Daily Traffic: 1,294 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,812 (year 2041),  Design Load: HS 20,  Features Intersected: Donkey Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 244.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: BGS,  Location: Gillette - Moorcroft (Lat: 44.275489,  Lng: -104.977392),  Route carried "on" structure: Interstate 90,  Year Built: 1966,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 3,850 (year 2021),  Truck Traffic: 45%,  Average Future Daily Traffic: 5,390 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Belle Fourche River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.645,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: BGT,  Location: Gillette - Moorcroft (Lat: 44.275664,  Lng: -104.977286),  Route carried "on" structure: Interstate 90,  Year Built: 1966,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 3,720 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,208 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Belle Fourche River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.473,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  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: 26.8m (87.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: BGV,  Location: Moorcroft (Lat: 44.272592,  Lng: -104.968036),  Route carried "on" structure: Interstate 90,  Year Built: 1966,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 3,850 (year 2021),  Truck Traffic: 58%,  Average Future Daily Traffic: 5,390 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 14/16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 249.458,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  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: 14.9m (48.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: BGW,  Location: Moorcroft (Lat: 44.272764,  Lng: -104.967933),  Route carried "on" structure: Interstate 90,  Year Built: 1966,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 3,720 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,208 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 14/16
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 249.287,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  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: 14.9m (48.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: BGX,  Location: Moorcroft (Lat: 44.268453,  Lng: -104.950056),  Route carried "on" structure: Interstate 90,  Year Built: 1966,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 58%,  Average Future Daily Traffic: 5,040 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.971,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $115,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: BGY,  Location: Moorcroft (Lat: 44.268636,  Lng: -104.949942),  Route carried "on" structure: Interstate 90,  Year Built: 1966,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 3,720 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,208 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 14
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 250.799,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: BGZ,  Location: Moorcroft (Lat: 44.266347,  Lng: -104.944039),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 58%,  Average Future Daily Traffic: 5,040 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-90 Bus.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.507,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: BHA,  Location: Moorcroft (Lat: 44.266497,  Lng: -104.943875),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 3,720 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,208 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-90 Bus.
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 251.341,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  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: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: BHB,  Location: Moorcroft - Sundance (Lat: 44.265217,  Lng: -104.936489),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 58%,  Average Future Daily Traffic: 5,040 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 252.129,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: Good,  Superstructure: Good,  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,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: BHC,  Location: Moorcroft - Sundance (Lat: 44.265392,  Lng: -104.936464),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 3,720 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,208 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.949,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: Good,  Superstructure: Good,  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,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: BHD,  Location: Moorcroft - Sundance (Lat: 44.265631,  Lng: -104.917856),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 58%,  Average Future Daily Traffic: 5,040 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.628,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: BHE,  Location: Moorcroft - Sundance (Lat: 44.265800,  Lng: -104.917919),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 3,485 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,879 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.439,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: BHF,  Location: Moorcroft - Sundance (Lat: 44.269494,  Lng: -104.885842),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 58%,  Average Future Daily Traffic: 5,040 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.243,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: BHG,  Location: Moorcroft - Sundance (Lat: 44.269669,  Lng: -104.885867),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 3,485 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,879 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.058,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: BHH,  Location: Moorcroft - Sundance (Lat: 44.273456,  Lng: -104.825050),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 60%,  Average Future Daily Traffic: 5,040 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Cr County Road 201
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.121,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: BHI,  Location: Moorcroft - Sundance (Lat: 44.273633,  Lng: -104.825089),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 3,485 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,879 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Cr County Road 201
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 260.934,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: BHJ,  Location: Moorcroft - Sundance (Lat: 44.274786,  Lng: -104.808864),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 60%,  Average Future Daily Traffic: 5,040 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Wind Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 262.421,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: BHK,  Location: Moorcroft - Sundance (Lat: 44.275200,  Lng: -104.808947),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 3,485 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,879 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Wind Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 262.235,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: BHL,  Location: Moorcroft - Sundance (Lat: 44.275717,  Lng: -104.799267),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 3,400 (year 2021),  Truck Traffic: 60%,  Average Future Daily Traffic: 4,760 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.194,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  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: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: BHM,  Location: Moorcroft - Sundance (Lat: 44.276131,  Lng: -104.799336),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 3,485 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,879 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.009,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML9,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  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: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: KGG,  Location: Gillette-Moorecroft (Lat: 44.274850,  Lng: -104.977722),  Route carried "on" structure: State highway 51,  Year Built: 1994,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 1,294 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,812 (year 2041),  Design Load: HS 20,  Features Intersected: Belle Fourche River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 245.147,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: BGV,  Location: Moorcroft (Lat: 44.272592,  Lng: -104.968036),  Route carried "under" structure: US 14,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,617 (year 2021),  Truck Traffic: 7%,  Features Intersected: US 14/16,  Facility Carried by Structure: I-90 EBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 246.899,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: BGW,  Location: Moorcroft (Lat: 44.272764,  Lng: -104.967933),  Route carried "under" structure: US 14,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,617 (year 2021),  Truck Traffic: 7%,  Features Intersected: US 14/16,  Facility Carried by Structure: I-90 WBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 246.878,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: BGX,  Location: Moorcroft (Lat: 44.268453,  Lng: -104.950056),  Route carried "under" structure: US 14,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,196 (year 2021),  Truck Traffic: 6%,  Features Intersected: US 14,  Facility Carried by Structure: I-90 EBL
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 249.398,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: BGY,  Location: Moorcroft (Lat: 44.268636,  Lng: -104.949942),  Route carried "under" structure: US 14,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,196 (year 2021),  Truck Traffic: 6%,  Features Intersected: US 14,  Facility Carried by Structure: I-90 WBL
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 249.419,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: BGZ,  Location: Moorcroft (Lat: 44.266347,  Lng: -104.944039),  Route carried "under" structure: Business US 44,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 2,878 (year 2021),  Truck Traffic: 12%,  Features Intersected: I-90 Bus.,  Facility Carried by Structure: I-90 EBL
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.378,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: BHA,  Location: Moorcroft (Lat: 44.266497,  Lng: -104.943875),  Route carried "under" structure: City street 9132,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 2,878 (year 2021),  Truck Traffic: 12%,  Features Intersected: I-90 Bus.,  Facility Carried by Structure: I-90 WBL
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.006,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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