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

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Structure Number: C837,  Location: 1.5 KM SE OF CROWHEART (Lat: 43.301194,  Lng: -109.188778),  Route carried "on" structure: Federal lands road 31,  Year Built: 1970,  Status: Posted for load,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 60 (year 2040),  Design Load: HS 15,  Features Intersected: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.600,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 30.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C839,  Location: 1KM N US 26/WILDERNESS RD (Lat: 43.434333,  Lng: -109.360944),  Route carried "on" structure: Federal lands road 280,  Year Built: 1920,  Status: Posted for load,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 20 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 30 (year 2039),  Features Intersected: BIG WIND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.900,  Lanes on structure: 1,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 3.8m (12.5ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 30.0m (98.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: July 2019,  Critical Feature Inspection Date: July 2019,  Bridge Improvement Cost: $1,260,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,640,000 ( Estimate for 2019),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: C842,  Location: 4.4 KM NE OF CROWHEART (Lat: 43.330333,  Lng: -109.149250),  Route carried "on" structure: Federal lands road 32,  Year Built: 2013,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 15 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 18 (year 2040),  Design Load: HS 20,  Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.000,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: DHH,  Location: Moran Jct - Dubois (Lat: 43.533719,  Lng: -109.633111),  Route carried "on" structure: US 26,  Year Built: 1981,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 2,068 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,895 (year 2041),  Design Load: HS 20,  Features Intersected: Horse Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.990,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: ELO,  Location: Dubois (Lat: 43.531125,  Lng: -109.634383),  Route carried "on" structure: City street 105-2,  Year Built: 1935,  Status: Posted for load,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 263 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 368 (year 2041),  Features Intersected: Big Wind River,  Facility Carried by Structure: 3rd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.642,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 22.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: > 39.9% below),  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $372,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $559,000 ( Estimate for 2014),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: ELP,  Location: Dubois Streets (Lat: 43.532692,  Lng: -109.633111),  Route carried "on" structure: City street 105-1,  Year Built: 1979,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 169 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 237 (year 2041),  Design Load: HS 20,  Features Intersected: Horse Creek,  Facility Carried by Structure: E. Welty Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.856,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $12,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: ELQ,  Location: 2 Mi. S.E. Of Dubois (Lat: 43.519400,  Lng: -109.605208),  Route carried "on" structure: County highway 800,  Year Built: 1921,  Status: Posted for load,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 78 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 109 (year 2041),  Features Intersected: Big Wind River,  Facility Carried by Structure: Fr Cnty Rd 238
Minimum Vertical Clearance: 4.28m (14.04ft),  Kilometerpoint: 0.063,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 27.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 6.07m (19.91ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $570,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $856,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: EUT,  Location: Dubois-Diversion Dam Jct (Lat: 43.501847,  Lng: -109.554811),  Route carried "on" structure: US 287,  Year Built: 1983,  Status: Open,  Structure Length: 2.79m (9.15ft),  Average Daily Traffic: 2,068 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,895 (year 2041),  Design Load: HS 20,  Features Intersected: South Fork Torrey Creek,  Facility Carried by Structure: US 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.936,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: EUU,  Location: Dubois-Diversion Dam Jct (Lat: 43.502383,  Lng: -109.555967),  Route carried "on" structure: US 287,  Year Built: 1983,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,068 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,895 (year 2041),  Design Load: HS 20,  Features Intersected: North Fork Torrey Creek,  Facility Carried by Structure: US 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.825,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 3),  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: 14.3m (46.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: EUV,  Location: Dubois-Diversion Dam Jct (Lat: 43.514344,  Lng: -109.570600),  Route carried "on" structure: US 287,  Year Built: 1983,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 2,068 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,895 (year 2041),  Design Load: HS 20,  Features Intersected: Jakeys Fork,  Facility Carried by Structure: US 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.985,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 3),  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: 17.4m (57.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: EUW,  Location: Dubois-Diversion Dam Jct (Lat: 43.522808,  Lng: -109.610636),  Route carried "on" structure: US 287,  Year Built: 1983,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 2,068 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,895 (year 2041),  Design Load: HS 20,  Features Intersected: Wind River,  Facility Carried by Structure: US 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.387,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 3),  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: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.1 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: FHT,  Location: T41N R107W S01 (Lat: 43.537883,  Lng: -109.650439),  Route carried "on" structure: City street 105-3,  Year Built: 1988,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,516 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,122 (year 2041),  Design Load: HS 20,  Features Intersected: Big Wind River,  Facility Carried by Structure: Mickel Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.459,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $8,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: FJZ,  Location: Dubois Streets (Lat: 43.536158,  Lng: -109.633194),  Route carried "on" structure: City street 105-5,  Year Built: 1937,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 433 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 606 (year 2041),  Design Load: H 15,  Features Intersected: Horse Creek,  Facility Carried by Structure: Clendenning Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.857,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 30.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 8.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  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: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $12,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: KSX,  Location: 2 M. W. Of Dwntn Dubois (Lat: 43.546517,  Lng: -109.667244),  Route carried "on" structure: County highway 283,  Year Built: 1998,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 401 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 561 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Big Wind River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  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: LDW,  Location: 3 Mi Se Of Dubois (Lat: 43.516806,  Lng: -109.594553),  Route carried "on" structure: County highway 239,  Year Built: 2002,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 194 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 272 (year 2041),  Features Intersected: Big Wind River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.169,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Better than present minimum criteria,  Length Of Structure Improvement: 8.05m (26.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $55,000 ( Estimate for 2014),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MZL,  Location: .8 Miles S. of US 26 (Lat: 43.539642,  Lng: -109.654939),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Posted for load,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 401 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 561 (year 2041),  Design Load: HL 93,  Features Intersected: Wind River,  Facility Carried by Structure: Rhoads Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.074,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.3 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: 35.6 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: NDY,  Location: Dubois (Lat: 43.525219,  Lng: -109.616933),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 3.27m (10.73ft),  Average Daily Traffic: 2,863 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,008 (year 2041),  Features Intersected: Wind River,  Facility Carried by Structure: Absoroka Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.165,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 99.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.4 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: March 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber