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

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Structure Number: AHU,  Location: Douglas - Casper (Lat: 42.848286,  Lng: -106.248114),  Route carried "on" structure: Interstate 25,  Year Built: 1968,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 6,458 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,041 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Na CR 600/Blackmore Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 295.888,  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: 13.1m (43.0ft),  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: 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: 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: AIB,  Location: Bryan Stock Trail Casper (Lat: 42.857675,  Lng: -106.297575),  Route carried "on" structure: City street 4127,  Year Built: 1960,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 10,671 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,939 (year 2041),  Design Load: HS 20,  Features Intersected: I-25,  Facility Carried by Structure: N. Beverly Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.026,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 49.0 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: Somewhat better than minimum adequacy,  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: 2.32m (7.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $177,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $265,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AIF,  Location: Casper (Lat: 42.857022,  Lng: -106.311906),  Route carried "on" structure: Interstate 25,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 10,836 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,170 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: North Mckinley Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 301.314,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  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: Wearing Surface: Latex Concrete

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Structure Number: AIH,  Location: Casper (Lat: 42.857039,  Lng: -106.324864),  Route carried "on" structure: Interstate 25,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 11,053 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,474 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: N Center Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 302.373,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.0 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  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: AIJ,  Location: Casper (Lat: 42.857075,  Lng: -106.327264),  Route carried "on" structure: Interstate 25,  Year Built: 1956,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 9,794 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 13,712 (year 2041),  Design Load: HS 20,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 302.570,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 69.3 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: Meets minimum limits,  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

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Structure Number: AIK,  Location: CASPER-'F' STREET (Lat: 42.857253,  Lng: -106.327069),  Route carried "on" structure: ServiceOther road ,  Year Built: 1958,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 5,249 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,349 (year 2041),  Design Load: HS 20,  Features Intersected: North Platte River,  Facility Carried by Structure: E. F Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.257,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: Equal to present desirable criteria,  Length Of Structure Improvement: 12.98m (42.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $270,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: BLV,  Location: East Yellowstone - Casper (Lat: 42.852092,  Lng: -106.218231),  Route carried "on" structure: US 20,  Year Built: 1957,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 4,249 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,949 (year 2041),  Design Load: HS 20,  Features Intersected: Claude Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 296.361,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 26.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: BLW,  Location: East Yellowstone - Casper (Lat: 42.855297,  Lng: -106.239792),  Route carried "on" structure: US 20,  Year Built: 1957,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 4,249 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,949 (year 2041),  Design Load: HS 20,  Features Intersected: Elkhorn Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.166,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.5 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: BLX,  Location: East Yellowstone - Casper (Lat: 42.855436,  Lng: -106.239611),  Route carried "on" structure: ServiceOther road ,  Year Built: 1957,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 76 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 106 (year 2041),  Design Load: HS 20,  Features Intersected: Elkhorn Creek,  Facility Carried by Structure: US 20 Service Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.203,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $115,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: BMA,  Location: Casper (Lat: 42.855547,  Lng: -106.291775),  Route carried "on" structure: Business US 34,  Year Built: 1960,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 8,168 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,435 (year 2041),  Design Load: HS 20,  Features Intersected: I-25,  Facility Carried by Structure: Hereford Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.543,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 52.6 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.15m (0.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: BUN,  Location: Casper (Lat: 42.846647,  Lng: -106.336814),  Route carried "on" structure: State highway 220,  Year Built: 1969,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 14,656 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,518 (year 2041),  Design Load: HS 20,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.970,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $19,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: BUO,  Location: Casper (Lat: 42.851336,  Lng: -106.337169),  Route carried "on" structure: State highway 220,  Year Built: 1969,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 14,548 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,367 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF Railway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.493,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  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

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Structure Number: CDF,  Location: Casper (Lat: 42.861981,  Lng: -106.397947),  Route carried "on" structure: Spur US 20,  Year Built: 1960,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 10,977 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,368 (year 2041),  Design Load: HS 20,  Features Intersected: Na County Road 129,  Facility Carried by Structure: US 26 Bypass EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: High priority of corrective action,  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: Epoxy Overlay

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Structure Number: CDG,  Location: Casper (Lat: 42.862158,  Lng: -106.398025),  Route carried "on" structure: Spur US 20,  Year Built: 1960,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 10,977 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,368 (year 2041),  Design Load: HS 20,  Features Intersected: Na County Road 129,  Facility Carried by Structure: US 26 Bypass WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.267,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: CDI,  Location: Casper (Lat: 42.862703,  Lng: -106.382922),  Route carried "on" structure: Spur US 20,  Year Built: 1961,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 12.74m (41.80ft),  Average Daily Traffic: 10,977 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,368 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF / Casper Creek,  Facility Carried by Structure: US 26 Bypass WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.506,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Preformed Fabric

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Structure Number: CON,  Location: East Yellowstone - Casper (Lat: 42.855189,  Lng: -106.239903),  Route carried "on" structure: US 20,  Year Built: 1957,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 4,249 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,949 (year 2041),  Design Load: HS 20,  Features Intersected: Elkhorn Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 298.170,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  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: Wearing Surface: Bituminous

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Structure Number: CSF,  Location: Jct Us 20 2687 - South (Lat: 42.821558,  Lng: -106.192597),  Route carried "on" structure: State highway 253,  Year Built: 1955,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 492 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 689 (year 2041),  Design Load: H 20,  Features Intersected: Dry Muddy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.445,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CTT,  Location: Casper (Lat: 42.862536,  Lng: -106.382725),  Route carried "on" structure: Spur US 20,  Year Built: 1961,  Status: Open,  Structure Length: 12.74m (41.80ft),  Average Daily Traffic: 10,977 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,368 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF / Casper Creek,  Facility Carried by Structure: US 26 Bypass EBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.508,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Underclear: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Preformed Fabric

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Structure Number: CWD,  Location: Casper (Lat: 42.838669,  Lng: -106.368769),  Route carried "on" structure: Spur State highway 257,  Year Built: 1974,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 11,672 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,341 (year 2041),  Design Load: HS 20,  Features Intersected: North Platte River,  Facility Carried by Structure: Wyo Blvd / WYO 258
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.037,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2020,  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: CWZ,  Location: East Yellowstone Casper (Lat: 42.855378,  Lng: -106.289175),  Route carried "on" structure: US 20,  Year Built: 1968,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 8,620 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,068 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-25
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 302.249,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 19.02m (62.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $180,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: DDF,  Location: Casper (Lat: 42.846125,  Lng: -106.362828),  Route carried "on" structure: Business US 20,  Year Built: 1977,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 11,040 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,456 (year 2041),  Design Load: HS 20,  Features Intersected: Casper Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.162,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.2 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $33,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: DDG,  Location: Casper (Lat: 42.846689,  Lng: -106.367214),  Route carried "on" structure: Business US 20,  Year Built: 1977,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 12,739 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,835 (year 2041),  Design Load: HS 20,  Features Intersected: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.526,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.6 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: Better than 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: DEN,  Location: Casper (Lat: 42.850083,  Lng: -106.332133),  Route carried "on" structure: Business US 20,  Year Built: 1979,  Status: Open,  Structure Length: 10.11m (33.17ft),  Average Daily Traffic: 12,358 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,301 (year 2041),  Design Load: HS 20,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.531,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  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: DEZ,  Location: Salt Creek Conn Casper (Lat: 42.847003,  Lng: -106.364192),  Route carried "on" structure: State highway 254,  Year Built: 1979,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 7,341 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,277 (year 2041),  Design Load: HS 20,  Features Intersected: Casper Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.069,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 52.6 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,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: DKU,  Location: Mckinley Street Int (Lat: 42.856936,  Lng: -106.311908),  Route carried "on" structure: Interstate 25,  Year Built: 1958,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 10,671 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,939 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: North Mckinley Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 301.322,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  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: Wearing Surface: Latex Concrete

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Structure Number: DKV,  Location: Casper (Lat: 42.856986,  Lng: -106.324864),  Route carried "on" structure: Interstate 25,  Year Built: 1958,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 11,215 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,701 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: N Center Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 302.381,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.0 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  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: DKW,  Location: Casper (Lat: 42.856983,  Lng: -106.327367),  Route carried "on" structure: Interstate 25,  Year Built: 1956,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 11,300 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,820 (year 2041),  Design Load: HS 20,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 302.586,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 69.3 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,  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: DRH,  Location: Casper Streets (Lat: 42.824828,  Lng: -106.339528),  Route carried "on" structure: City street 4525,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,036 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,850 (year 2041),  Design Load: HS 20,  Features Intersected: Garden Creek,  Facility Carried by Structure: W. 25th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.748,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $44,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: FDG,  Location: Casper (Lat: 42.857511,  Lng: -106.333203),  Route carried "on" structure: Interstate 25,  Year Built: 1985,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 9,794 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 13,712 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WYO 220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 303.060,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: FDH,  Location: Casper (Lat: 42.857389,  Lng: -106.333286),  Route carried "on" structure: Interstate 25,  Year Built: 1985,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 11,064 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 15,490 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WYO 220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 303.076,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: FEA,  Location: Casper (Lat: 42.865239,  Lng: -106.297392),  Route carried "on" structure: City street 4127,  Year Built: 1982,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 2,879 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,031 (year 2041),  Design Load: HS 20,  Features Intersected: North Platte River,  Facility Carried by Structure: Bryan Stock Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.626,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $83,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: JOC,  Location: 13Th St - Casper (Lat: 42.837250,  Lng: -106.361011),  Route carried "on" structure: City street 4104,  Year Built: 1992,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 7,414 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,380 (year 2041),  Design Load: HS 20,  Features Intersected: Garden Creek,  Facility Carried by Structure: W. 13th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.658,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.55m (1.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000

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Structure Number: KWN,  Location: Casper (Lat: 42.831078,  Lng: -106.344911),  Route carried "on" structure: State highway 220,  Year Built: 2001,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 18,646 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,104 (year 2041),  Design Load: HS 20,  Features Intersected: Garden Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.893,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very 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: April 2021

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Structure Number: LJD,  Location: Robertson Rd. (Lat: 42.810636,  Lng: -106.414261),  Route carried "on" structure: City street U4131,  Year Built: 2002,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 7,838 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,973 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: North Platte River,  Facility Carried by Structure: Na Cnty Rd 305
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.254,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LNV,  Location: Casper Streets (Lat: 42.845589,  Lng: -106.245019),  Route carried "on" structure: Alternate City street 4108,  Year Built: 2003,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 10,555 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,777 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Elkhorn Creek,  Facility Carried by Structure: E. 2nd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.541,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Very 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: Equal 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: August 2020

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Structure Number: LNW,  Location: East Casper (Lat: 42.839592,  Lng: -106.222272),  Route carried "on" structure: Alternate City street 4108,  Year Built: 2004,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 5,548 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,767 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Claude Creek,  Facility Carried by Structure: E. 2nd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 169.548,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Fair,  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,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000

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Structure Number: LXB,  Location: I-25 Casper Marginal (Lat: 42.854022,  Lng: -106.270350),  Route carried "on" structure: Interstate 25,  Year Built: 2006,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 5,862 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 8,207 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WYO 258 / Wyoming Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.807,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: LXC,  Location: I-25 Casper Marginal (Lat: 42.853797,  Lng: -106.270356),  Route carried "on" structure: Interstate 25,  Year Built: 2007,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 6,458 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,041 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WYO 258 / Wyoming Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 297.812,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: Equal to present minimum criteria,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MBT,  Location: Casper Streets (Lat: 42.805003,  Lng: -106.459603),  Route carried "on" structure: Alternate State highway 257,  Year Built: 2013,  Status: Open,  Structure Length: 15.39m (50.49ft),  Average Daily Traffic: 1,066 (year 2021),  Truck Traffic: 39%,  Average Future Daily Traffic: 1,492 (year 2041),  Design Load: HL 93,  Features Intersected: North Platte River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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,  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: MKF,  Location: Casper Streets (Lat: 42.831256,  Lng: -106.451603),  Route carried "on" structure: Alternate State highway 257,  Year Built: 2013,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,066 (year 2021),  Truck Traffic: 39%,  Average Future Daily Traffic: 1,492 (year 2041),  Design Load: HL 93,  Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.074,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing