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

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Structure Number: BQL,  Location: Kemmerer - Daniel Jct (Lat: 42.779906,  Lng: -110.051519),  Route carried "on" structure: US 189,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,369 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,917 (year 2041),  Design Load: HS 20,  Features Intersected: Green River Supply Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.300,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: BQM,  Location: Kemmerer - Daniel Jct (Lat: 42.785236,  Lng: -110.050411),  Route carried "on" structure: US 189,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,369 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,917 (year 2041),  Design Load: HS 20,  Features Intersected: Green River Supply Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.899,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: BQN,  Location: Kemmerer - Daniel Jct (Lat: 42.853547,  Lng: -110.071872),  Route carried "on" structure: US 189,  Year Built: 1969,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,377 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,928 (year 2041),  Design Load: HS 20,  Features Intersected: Horse Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 207.238,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: CVJ,  Location: Daniel Jct - West (Lat: 42.888297,  Lng: -110.098397),  Route carried "on" structure: State highway 354,  Year Built: 1959,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 384 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 538 (year 2041),  Design Load: HS 20,  Features Intersected: Green River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: November 2020,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: DMA,  Location: Kemmerer - Daniel Jct (Lat: 42.865539,  Lng: -110.071864),  Route carried "on" structure: US 189,  Year Built: 1981,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 1,377 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,928 (year 2041),  Design Load: HS 20,  Features Intersected: Prairie Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.571,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: DMB,  Location: Kemmerer - Daniel Jct (Lat: 42.875089,  Lng: -110.071825),  Route carried "on" structure: US 189,  Year Built: 1981,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,421 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,989 (year 2041),  Design Load: HS 20,  Features Intersected: South Fork Green River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.633,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: DMC,  Location: Kemmerer - Daniel Jct (Lat: 42.877064,  Lng: -110.071825),  Route carried "on" structure: US 189,  Year Built: 1981,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 1,421 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,989 (year 2041),  Design Load: HS 20,  Features Intersected: North Fork Green River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.852,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: DMD,  Location: Kemmerer - Daniel Jct (Lat: 42.882803,  Lng: -110.071803),  Route carried "on" structure: US 189,  Year Built: 1981,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,421 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,989 (year 2041),  Design Load: HS 20,  Features Intersected: Faler Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 210.489,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: MIZ,  Location: Pinedale Hoback Jct (Lat: 42.925300,  Lng: -110.080789),  Route carried "on" structure: US 191,  Year Built: 2011,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,420 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,388 (year 2041),  Design Load: HL 93,  Features Intersected: Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 182.146,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 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: 20.6m (67.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.2 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: 38.9 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MJA,  Location: Pinedale Hoback Jct (Lat: 42.917797,  Lng: -110.079572),  Route carried "on" structure: US 191,  Year Built: 2011,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,420 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,388 (year 2041),  Design Load: HL 93,  Features Intersected: Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.305,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 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: 20.6m (67.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.2 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: 38.9 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MJB,  Location: Pinedale - Hoback Jct (Lat: 42.907764,  Lng: -110.077592),  Route carried "on" structure: US 191,  Year Built: 2011,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,420 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,388 (year 2041),  Design Load: HL 93,  Features Intersected: Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.177,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 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: 20.6m (67.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.2 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: 38.9 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: MJC,  Location: Pinedale-Hoback Jct (Lat: 42.882797,  Lng: -109.998714),  Route carried "on" structure: US 191,  Year Built: 2011,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 3,044 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,262 (year 2041),  Design Load: HL 93,  Features Intersected: Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.950,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 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: 20.6m (67.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.2 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: 38.9 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing