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

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Structure Number: ELJ,  Location: 20 Mi Se Of Dubois (Lat: 43.434197,  Lng: -109.360694),  Route carried "on" structure: County highway 314,  Year Built: 1920,  Status: Posted for load,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 38 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 53 (year 2041),  Features Intersected: Big Wind River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.013,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 30.2m (99.1ft),  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: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 24.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 3.90m (12.80ft),  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: $366,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $549,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: EWN,  Location: Dubois-Diversion Dam Jct. (Lat: 43.365217,  Lng: -109.275836),  Route carried "on" structure: US 26,  Year Built: 1987,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 1,799 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,519 (year 2041),  Design Load: HS 20,  Features Intersected: Big Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.695,  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: 18.0m (59.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $143,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: FFW,  Location: Dubois-Diversion Dam Jct (Lat: 43.303694,  Lng: -109.181914),  Route carried "on" structure: US 30,  Year Built: 1986,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 1,799 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,519 (year 2041),  Design Load: HS 20,  Features Intersected: Meadow Creek,  Facility Carried by Structure: US 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.985,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: FFX,  Location: Dubois-Diversion Dam Jct (Lat: 43.294883,  Lng: -109.162769),  Route carried "on" structure: US 30,  Year Built: 1986,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 1,799 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,519 (year 2041),  Design Load: HS 20,  Features Intersected: Willow Creek,  Facility Carried by Structure: US 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.821,  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: 28.3m (92.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.9 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: FFY,  Location: Dubois-Diversion Dam Jct (Lat: 43.270150,  Lng: -109.102619),  Route carried "on" structure: US 30,  Year Built: 1986,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 1,799 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,519 (year 2041),  Design Load: HS 20,  Features Intersected: Sand Draw,  Facility Carried by Structure: US 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 145.451,  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: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: FGM,  Location: Dubois-Diversion Dam Jct. (Lat: 43.264064,  Lng: -109.085439),  Route carried "on" structure: US 30,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,799 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,519 (year 2041),  Design Load: HS 20,  Features Intersected: Indian Creek,  Facility Carried by Structure: US 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 147.012,  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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

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 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000

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Structure Number: FJP,  Location: Dubois-Diversion Dam Jct. (Lat: 43.366722,  Lng: -109.278636),  Route carried "on" structure: US 26,  Year Built: 1987,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,799 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,519 (year 2041),  Design Load: HS 20,  Features Intersected: Little Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.413,  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: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: FJQ,  Location: Dubois-Diversion Dam Jct. (Lat: 43.315953,  Lng: -109.205786),  Route carried "on" structure: US 26,  Year Built: 1987,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 1,799 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,519 (year 2041),  Design Load: HS 20,  Features Intersected: Smith Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 135.615,  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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: FLR,  Location: Dubois-Diversion Dam Jct. (Lat: 43.420408,  Lng: -109.368925),  Route carried "on" structure: US 26,  Year Built: 1988,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 1,799 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,519 (year 2041),  Design Load: HS 20,  Features Intersected: Dinwoody Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.537,  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: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: FLS,  Location: Dubois-Diversion Dam Jct. (Lat: 43.396886,  Lng: -109.321864),  Route carried "on" structure: US 26,  Year Built: 1988,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 1,799 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,519 (year 2041),  Design Load: HS 20,  Features Intersected: Dinwoody Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.526,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML3,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous