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

Find on map >>   Show street view

Structure Number: BYU,  Location: Diversion D Jt - Riverton (Lat: 43.213814,  Lng: -108.953639),  Route carried "on" structure: US 26,  Year Built: 1959,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,362 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,907 (year 2041),  Design Load: HS 20,  Features Intersected: Winchester Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.813,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: BYX,  Location: Diversion D Jt - Riverton (Lat: 43.024639,  Lng: -108.394392),  Route carried "on" structure: US 26,  Year Built: 1957,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 12,814 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,940 (year 2041),  Design Load: HS 20,  Features Intersected: Wyo Central Canal No 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.336,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: DJD,  Location: Diversion D Jt - Riverton (Lat: 43.033717,  Lng: -108.437900),  Route carried "on" structure: US 26,  Year Built: 1978,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5,046 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,064 (year 2041),  Design Load: HS 20,  Features Intersected: Leclair Canal No 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.516,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: DLA,  Location: Pershing Avenue Riverton (Lat: 43.030344,  Lng: -108.394197),  Route carried "on" structure: City street 4506,  Year Built: 1965,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 2,684 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,758 (year 2041),  Features Intersected: Wyoming Central Canal,  Facility Carried by Structure: E. Pershing Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.646,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 53.9 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: March 2021

Find on map >>   Show street view

Structure Number: FHZ,  Location: Buckhorn Flats Road (Lat: 43.099772,  Lng: -108.539311),  Route carried "on" structure: County highway 331,  Year Built: 1987,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 125 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 175 (year 2041),  Design Load: HS 20,  Features Intersected: Pilot Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.423,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: FNB,  Location: Riverton-Shoshoni (Lat: 43.064722,  Lng: -108.380714),  Route carried "on" structure: US 26,  Year Built: 1989,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 9,785 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,699 (year 2041),  Design Load: HS 20,  Features Intersected: Madden Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.951,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 50.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

Find on map >>   Show street view

Structure Number: FNO,  Location: 2.6 Mile N. Of Riverton (Lat: 43.081422,  Lng: -108.380019),  Route carried "on" structure: US 26,  Year Built: 1988,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 7,408 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,371 (year 2041),  Design Load: HS 20,  Features Intersected: Haymaker Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.816,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $103,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: IVO,  Location: 2.5 Miles Ne Of Riverton (Lat: 43.070458,  Lng: -108.361247),  Route carried "on" structure: County highway 497,  Year Built: 1992,  Status: Posted for load,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 85 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 119 (year 2041),  Design Load: H 15,  Features Intersected: Haymaker Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.718,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $58,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: JGY,  Location: 8 Mi. N.W. Of Riverton (Lat: 43.098369,  Lng: -108.518753),  Route carried "on" structure: County highway 385,  Year Built: 1993,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,213 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,698 (year 2041),  Design Load: HS 20,  Features Intersected: Pilot Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.476,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 0.43m (1.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: KIG,  Location: South West Riverton (Lat: 43.019003,  Lng: -108.444861),  Route carried "on" structure: City street 3801,  Year Built: 1975,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,933 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,106 (year 2041),  Design Load: HS 20,  Features Intersected: Wyoming Central Canal,  Facility Carried by Structure: Village Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.262,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum 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: March 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $36,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: MHE,  Location: Riverton - Shoshoni (Lat: 43.104122,  Lng: -108.349364),  Route carried "on" structure: US 26,  Year Built: 2011,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,964 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,350 (year 2041),  Design Load: HL 93,  Features Intersected: Brown Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 179.373,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: ML2,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  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 2021

Find on map >>   Show street view

Structure Number: NDF,  Location: Riverton (Lat: 43.041108,  Lng: -108.430181),  Route carried "on" structure: County highway 64,  Year Built: 2017,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,214 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,700 (year 2041),  Features Intersected: Riverton Canal No 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.5 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,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $36,000 ( Estimate for 2014)