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

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Structure Number: AOV,  Location: Granger Jct - Green River (Lat: 41.549608,  Lng: -109.601878),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 7,886 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 11,040 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 132.509,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 1),  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: 34.1m (111.9ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AOW,  Location: Granger Jct - Green River (Lat: 41.549644,  Lng: -109.602753),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 7,816 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 10,942 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 132.224,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 1),  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: 34.1m (111.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AOX,  Location: Granger Jct - Green River (Lat: 41.562086,  Lng: -109.541878),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 8,804 (year 2021),  Truck Traffic: 89%,  Average Future Daily Traffic: 12,326 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Sw CR 59 / Gaensslen Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.945,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: AOY,  Location: Granger Jct - Green River (Lat: 41.562278,  Lng: -109.541767),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 8,721 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 12,209 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Sw CR 59 / Gaensslen Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.745,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: AOZ,  Location: Granger Jct - Green River (Lat: 41.559914,  Lng: -109.529439),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 8,350 (year 2021),  Truck Traffic: 45%,  Average Future Daily Traffic: 11,690 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Green River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.015,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: August 2019,  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: APA,  Location: Granger Jct - Green River (Lat: 41.560122,  Lng: -109.529544),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 9.89m (32.45ft),  Average Daily Traffic: 8,721 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 12,209 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Green River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.798,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: APB,  Location: Granger Jct - Green River (Lat: 41.554853,  Lng: -109.509689),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 8,350 (year 2021),  Truck Traffic: 45%,  Average Future Daily Traffic: 11,690 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Sw CR 5 / Blue Rim Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.779,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: APC,  Location: Granger Jct - Green River (Lat: 41.555003,  Lng: -109.509658),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 8,662 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 12,127 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: Sw CR 5 / Blue Rim Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.575,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: ML8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: BKD,  Location: Jct I-80 - Green River (Lat: 41.549981,  Lng: -109.606981),  Route carried "on" structure: State highway 374,  Year Built: 1946,  Status: Open,  Structure Length: 10.41m (34.15ft),  Average Daily Traffic: 1,085 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,519 (year 2041),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 132.927,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CHM,  Location: Jct I-80 - Green River (Lat: 41.553331,  Lng: -109.499881),  Route carried "on" structure: State highway 374,  Year Built: 1942,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 1,755 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,457 (year 2041),  Design Load: H 15,  Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 142.564,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: CXU,  Location: Jct I-80 - Green River (Lat: 41.555797,  Lng: -109.590967),  Route carried "on" structure: State highway 374,  Year Built: 1967,  Status: Open,  Structure Length: 7.54m (24.74ft),  Average Daily Traffic: 2,952 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,133 (year 2041),  Design Load: HS 20,  Features Intersected: I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.607,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $245,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: CXV,  Location: Jct I-80 - Green River (Lat: 41.553872,  Lng: -109.508389),  Route carried "on" structure: State highway 374,  Year Built: 1942,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,755 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,457 (year 2041),  Design Load: H 15,  Features Intersected: Grease Wood Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.851,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $7,000

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Structure Number: CXW,  Location: Jct I-80 - Green River (Lat: 41.557044,  Lng: -109.527553),  Route carried "on" structure: State highway 374,  Year Built: 1952,  Status: Open,  Structure Length: 10.35m (33.96ft),  Average Daily Traffic: 1,755 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,457 (year 2041),  Design Load: HS 20,  Features Intersected: Green River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.214,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 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-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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,  Length Of Structure Improvement: 10.36m (33.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $56,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: FPB,  Location: Riovista S-Div Johnson Wy (Lat: 41.551817,  Lng: -109.507758),  Route carried "on" structure: County highway 500,  Year Built: 1940,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 24 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 34 (year 2041),  Design Load: HS 20,  Features Intersected: Greasewood Creek,  Facility Carried by Structure: Sw Cnty Rd 1199
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: 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: 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: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: CXU,  Location: Jct I-80 - Green River (Lat: 41.555797,  Lng: -109.590967),  Route carried "under" structure: Interstate 80,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 7,816 (year 2021),  Truck Traffic: 44%,  Features Intersected: I-80,  Facility Carried by Structure: WYO 374
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 133.421,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: CXU,  Location: Jct I-80 - Green River (Lat: 41.555797,  Lng: -109.590967),  Route carried "under" structure: Interstate 80,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 7,886 (year 2021),  Truck Traffic: 44%,  Features Intersected: I-80,  Facility Carried by Structure: WYO 374
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 133.642,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)