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


  • National Bridge Inventory (NBI) Statistics
  • 24Number of bridges
  • 246ft / 75.0mTotal length
  • 74,938Total average daily traffic
  • 13,741Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Glenrock
  • No street view available for this location

New bridges in Glenrock, WY - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 201960-1969
  • 31990-1999
Average Bridge Daily Traffic in Glenrock, WY
Average Bridge Truck Traffic in Glenrock, WY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 12.5%Good
  • 50.0%Satisfactory
  • 37.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 62.5%Good
  • 31.3%Satisfactory
  • 6.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 75.0%Good
  • 25.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 16.7%Very good
  • 50.0%Good
  • 16.7%Satisfactory
  • 16.7%Fair
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Structure Number: AGX,  Location: Douglas - Casper (Lat: 42.824153,  Lng: -105.797286),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,707 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 6,590 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: East Glenrock Intg
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.438,  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: 14.3m (46.9ft),  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: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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
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Structure Number: AGY,  Location: Douglas - Casper (Lat: 42.823964,  Lng: -105.797333),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 3.66m (12.01ft),  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: East Glenrock Intg
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 258.446,  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: 14.3m (46.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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: Bituminous,  Membrane: Preformed Fabric
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Structure Number: AGZ,  Location: Douglas - Casper (Lat: 42.826914,  Lng: -105.819906),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 4,659 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,523 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WYO 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 260.313,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 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: Somewhat better than minimum adequacy,  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
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Structure Number: AHA,  Location: Douglas - Casper (Lat: 42.826739,  Lng: -105.820050),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 4,505 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,307 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WYO 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 260.329,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.1 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: Somewhat better than minimum adequacy,  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
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Structure Number: AHB,  Location: Douglas - Casper (Lat: 42.836297,  Lng: -105.855286),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 4,659 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,523 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CR 18/Mormon Canyon Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.390,  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: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Preformed Fabric
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Structure Number: AHC,  Location: Douglas - Casper (Lat: 42.835903,  Lng: -105.855489),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 4,505 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,307 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CR 18/Mormon Canyon Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.403,  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: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Preformed Fabric
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Structure Number: AHD,  Location: Douglas - Casper (Lat: 42.837375,  Lng: -105.867544),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 4,659 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,523 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.409,  Lanes on 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: 7.2m (23.6ft),  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: 48.1 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: AHE,  Location: Douglas - Casper (Lat: 42.836964,  Lng: -105.867547),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 4,505 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,307 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.404,  Lanes on 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: 7.2m (23.6ft),  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: 48.1 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: AHF,  Location: Douglas - Casper (Lat: 42.837342,  Lng: -105.872533),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 4,659 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,523 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Deer Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.816,  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: 23.7m (77.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: AHG,  Location: Douglas - Casper (Lat: 42.836914,  Lng: -105.873014),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 4,505 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,307 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Deer Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.851,  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: 23.7m (77.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AHH,  Location: Douglas - Casper (Lat: 42.837153,  Lng: -105.893317),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 4,659 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,523 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Deer Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 266.515,  Lanes on structure: 2,  Lanes under 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: 22.3m (73.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AHI,  Location: Douglas - Casper (Lat: 42.836742,  Lng: -105.893967),  Route carried "on" structure: Interstate 25,  Year Built: 1967,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 4,505 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,307 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Deer Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 266.564,  Lanes on structure: 2,  Lanes under 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: 22.3m (73.2ft),  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: CNW,  Location: Glenrock (Lat: 42.861406,  Lng: -105.866778),  Route carried "on" structure: Business US 25,  Year Built: 1961,  Status: Open,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 1,420 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,988 (year 2041),  Design Load: HS 20,  Features Intersected: Deer Creek,  Facility Carried by Structure: US 20/26/87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 266.226,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: CWO,  Location: Jct I-25 - Glenrock (Lat: 42.845800,  Lng: -105.822289),  Route carried "on" structure: Business US 25,  Year Built: 1964,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 1,224 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,714 (year 2041),  Design Load: HS 20,  Features Intersected: M Fork Dry Creek,  Facility Carried by Structure: US 20/26/87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 262.103,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020
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Structure Number: JDN,  Location: Glenrock-Ross (Lat: 42.869958,  Lng: -105.869281),  Route carried "on" structure: State highway 95,  Year Built: 1994,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 2,776 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,886 (year 2041),  Design Load: HS 20,  Features Intersected: N Platte River Overflow
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.315,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  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: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: JDO,  Location: Glenrock-Ross (Lat: 42.870911,  Lng: -105.867303),  Route carried "on" structure: State highway 95,  Year Built: 1994,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 2,776 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,886 (year 2041),  Design Load: HS 20,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.508,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: JDP,  Location: Glenrock-Ross (Lat: 42.872719,  Lng: -105.863536),  Route carried "on" structure: State highway 95,  Year Built: 1994,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 446 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 624 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF Railway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.876,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: AGX,  Location: Douglas - Casper (Lat: 42.824153,  Lng: -105.797286),  Route carried "under" structure: Business US 505,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,246 (year 2021),  Truck Traffic: 5%,  Features Intersected: East Glenrock Intg,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 258.905,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: AGY,  Location: Douglas - Casper (Lat: 42.823964,  Lng: -105.797333),  Route carried "under" structure: County highway 9097,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,246 (year 2021),  Truck Traffic: 5%,  Features Intersected: East Glenrock Intg,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.011,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: AGZ,  Location: Douglas - Casper (Lat: 42.826914,  Lng: -105.819906),  Route carried "under" structure: State highway 90,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 359 (year 2021),  Truck Traffic: 10%,  Features Intersected: WYO 90,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.360,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: AHA,  Location: Douglas - Casper (Lat: 42.826739,  Lng: -105.820050),  Route carried "under" structure: State highway 90,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 359 (year 2021),  Truck Traffic: 10%,  Features Intersected: WYO 90,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: AHH,  Location: Douglas - Casper (Lat: 42.837153,  Lng: -105.893317),  Route carried "under" structure: Business US 504,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 2,002 (year 2021),  Truck Traffic: 10%,  Features Intersected: Deer Creek Road,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.058,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: AHI,  Location: Douglas - Casper (Lat: 42.836742,  Lng: -105.893967),  Route carried "under" structure: Business US 9099,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 2,002 (year 2021),  Truck Traffic: 10%,  Features Intersected: Deer Creek Road,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: CMJ,  Location: T34N R75W S33 (Lat: 42.873028,  Lng: -105.867881),  Route carried "under" structure: County highway 25,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2021),  Truck Traffic: 5%,  Features Intersected: Unnamed Road,  Facility Carried by Structure: BNSF Railway
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 160.973,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.0m (23.0ft)

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