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

Find on map >>   Show street view

Structure Number: 40304000001052,  Location: 20 MI. SE. OF JACKSON WY (Lat: 43.288033,  Lng: -110.652069),  Route carried "on" structure: Federal lands road 30460,  Year Built: 1965,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 50 (year 0 ),  Average Future Daily Traffic: 75 (year 2038),  Design Load: H 20,  Features Intersected: HOBACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 1,  Owner: U.S. Forest Service,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.6m (54.5ft),  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: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Serious,  Channel: Poor,  Operating Rating: 19.4 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: 14.9 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: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Total Project Cost: $252,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 40304000016331,  Location: 11 MI. S. OF JACKSON WY (Lat: 43.328003,  Lng: -110.798092),  Route carried "on" structure: Federal lands road 31000,  Year Built: 2014,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 50 (year 0 ),  Average Future Daily Traffic: 75 (year 2038),  Design Load: HL 93,  Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.512,  Lanes on structure: 2,  Owner: U.S. Forest Service,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: BOJ,  Location: Alpine Jct - Hoback Jct (Lat: 43.315936,  Lng: -110.739256),  Route carried "on" structure: US 26,  Year Built: 1950,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 5,880 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,178 (year 2036),  Design Load: H 15,  Features Intersected: Fall Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 224.558,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: 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: March 2017

Find on map >>   Show street view

Structure Number: BOL,  Location: Hoback Jct - Jackson (Lat: 43.343417,  Lng: -110.722267),  Route carried "on" structure: US 26,  Year Built: 1967,  Status: Open,  Structure Length: 17.25m (56.59ft),  Average Daily Traffic: 5,900 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,899 (year 2036),  Design Load: HS 20,  Features Intersected: Snake River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 228.031,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Equal to present desirable criteria,  Length Of Structure Improvement: 170.70m (560.04ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2017,  Underwater Inspection Date: September 2014,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $56,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: BOM,  Location: Hoback Jct - Jackson (Lat: 43.384175,  Lng: -110.744936),  Route carried "on" structure: US 26,  Year Built: 1967,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 6,600 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,899 (year 2036),  Design Load: HS 20,  Features Intersected: Snake River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.337,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Equal to present desirable criteria,  Length Of Structure Improvement: 123.10m (403.87ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2016,  Underwater Inspection Date: September 2014,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: BON,  Location: Hoback Jct - Jackson (Lat: 43.388647,  Lng: -110.746728),  Route carried "on" structure: US 26,  Year Built: 1967,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 8,560 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,517 (year 2036),  Design Load: HS 20,  Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.389,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: BSH,  Location: Daniel Jct - Hoback Jct (Lat: 43.288550,  Lng: -110.636764),  Route carried "on" structure: US 189,  Year Built: 1970,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 2,246 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,180 (year 2036),  Design Load: HS 20,  Features Intersected: Hoback River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.933,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 4 degrees,  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: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 76.2 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 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 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: DEY,  Location: 4 Miles N. Of Hoback Jct (Lat: 43.371547,  Lng: -110.739656),  Route carried "on" structure: County highway 11,  Year Built: 1910,  Year Reconstructed: 1960,  Status: Posted for load,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 389 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 510 (year 2033),  Design Load: H 10,  Features Intersected: Snake River
Minimum Vertical Clearance: 3.73m (12.24ft),  Kilometerpoint: 0.094,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Good,  Operating Rating: 13.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 0.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 108.50m (355.97ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2017,  Critical Feature Inspection Date: September 2017,  Underwater Inspection Date: September 2014,  Bridge Improvement Cost: $1,020,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,530,000 ( Estimate for 2013),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: MGH,  Location: Bridge Over Snake River (Lat: 43.320600,  Lng: -110.733900),  Route carried "on" structure: US 26,  Year Built: 2013,  Status: Open,  Structure Length: 23.77m (77.99ft),  Average Daily Traffic: 5,880 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,178 (year 2036),  Design Load: HL 93,  Features Intersected: Snake River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 225.245,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: ML1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Material/Design: Steel continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 102.4m (336.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Critical Feature Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: MIY,  Location: Hoback Junction (Lat: 43.319892,  Lng: -110.729433),  Route carried "on" structure: County highway 33,  Year Built: 2017,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 320 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 510 (year 2033),  Design Load: HL 93,  Features Intersected: Hoback River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.311,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.8m (127.3ft),  Curb-To-Curb Width: 0.8m (2.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.7 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: 51.5 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing