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Bridge Statistics for Ogden, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 58Number of bridges
  • 528m1,732ftTotal length
  • 1,212,309Total average daily traffic
  • 264,506Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Ogden
  • No street view available for this location

New bridges - Historical Statistics

  • 11910-1919
  • 11930-1939
  • 11950-1959
  • 61960-1969
  • 71970-1979
  • 21980-1989
  • 51990-1999
  • 342000-2009
  • 12010-2015

Reconstructed bridges - Historical Statistics

  • 11960-1969
  • 11970-1979

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 57005F,  Location: 1020 W.MIDDLETON RD.OGDEN (Lat: 41.228333,  Lng: -111.998333),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 504 (year 2014),  Truck Traffic: 40%,  Average Future Daily Traffic: 612 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: WEBER RIVER,  Facility Carried by Structure: MIDDLETON ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 24.6 metric tons,  Inventory Rating: 18.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 57006C,  Location: 3000 SO.PENN. AVE.,OGDEN (Lat: 41.210444,  Lng: -112.006428),  Route carried "on" structure: City street 3382,  Year Built: 1990,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 8,763 (year 2014),  Truck Traffic: 20%,  Average Future Daily Traffic: 10,647 (year 2034),  Design Load: HS 20,  Features Intersected: UPRR and UTA Tracks,  Facility Carried by Structure: PENNSYLVANIA AVE.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.603,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 57024F,  Location: 3400 PARKER DR., OGDEN (Lat: 41.200861,  Lng: -111.992111),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 6,300 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,655 (year 2034),  Design Load: H 20,  Features Intersected: WEBER RIVER,  Facility Carried by Structure: PARKER DRIVE-OGDEN
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 14,  Underwater Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57025C,  Location: 1800 SO.GRANT AVE.,OGDEN (Lat: 41.233111,  Lng: -111.973019),  Route carried "on" structure: City street 3360,  Year Built: 1931,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 4,477 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,439 (year 2030),  Features Intersected: OGDEN RIVER,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 3.908,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.7m (64.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57026F,  Location: 1800 SO.LINCOLN AVE.OGDEN (Lat: 41.234389,  Lng: -111.975744),  Route carried "on" structure: City street 3361,  Year Built: 1965,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 4,990 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,062 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: OGDEN RIVER,  Facility Carried by Structure: LINCOLN AVENUE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 4.343,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.8 metric tons,  Inventory Rating: 34.3 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57027F,  Location: 450 E. EXCHANGE RD. OGDEN (Lat: 41.223333,  Lng: -111.988333),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 504 (year 2014),  Truck Traffic: 50%,  Average Future Daily Traffic: 612 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: WEBER RIVER,  Facility Carried by Structure: EXCHANGE ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 38.6 metric tons,  Inventory Rating: 29.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57028D,  Location: 1800 SO.GRAMERCY AV.OGDEN (Lat: 41.236111,  Lng: -111.957722),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Posted for load,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 1,040 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,263 (year 2034),  Design Load: H 15,  Features Intersected: OGDEN RIVER,  Facility Carried by Structure: GRAMERCY AVENUE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 29.8 metric tons,  Inventory Rating: 23.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57029F,  Location: 1700 MONROE BLVD., OGDEN (Lat: 41.235833,  Lng: -111.954444),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 15,560 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,121 (year 2034),  Design Load: HS 20,  Features Intersected: OGDEN RIVER,  Facility Carried by Structure: MONROE BOULEVARD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 57030F,  Location: 1880 VALLEY DR. OGDEN (Lat: 41.236508,  Lng: -111.929117),  Route carried "on" structure: City street 3422,  Year Built: 1982,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 2,520 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,062 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: OGDEN RIVER,  Facility Carried by Structure: VALLEY DRIVE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 2.030,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.4 metric tons,  Inventory Rating: 31.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: C 286,  Location: 18TH ST & WALL AVE OGDEN (Lat: 41.234164,  Lng: -111.978456),  Route carried "on" structure: State highway 204,  Year Built: 1954,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 23,004 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 28,755 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 4.611,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.3 metric tons,  Inventory Rating: 36.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Critical Feature Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: C 613,  Location: 0.5 MI.E.WILSON LANE INT. (Lat: 41.229828,  Lng: -112.000244),  Route carried "on" structure: State highway 104,  Year Built: 1976,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 14,307 (year 2012),  Truck Traffic: 30%,  Average Future Daily Traffic: 17,884 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WEBER RIVER & CO. ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 2.174,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.7 metric tons,  Inventory Rating: 25.9 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Critical Feature Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: C 655,  Location: 24TH ST & WALL AVE OGDEN (Lat: 41.222883,  Lng: -111.989075),  Route carried "on" structure: State highway 53,  Year Built: 1970,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 94.24m (309.19ft),  Average Daily Traffic: 17,552 (year 2012),  Truck Traffic: 52%,  Average Future Daily Traffic: 21,940 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR-204,WEBER RIVER,RR-YD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 1.582,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 26.6 metric tons,  Inventory Rating: 20.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: C 778,  Location: 20TH.ST & WASH.BLVD.OGDEN (Lat: 41.233564,  Lng: -111.970400),  Route carried "on" structure: US 89,  Year Built: 1992,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 27,616 (year 2012),  Truck Traffic: 22%,  Average Future Daily Traffic: 34,520 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 667.361,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 21 degrees,  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 or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 31.1 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior 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 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: C 802,  Location: BETWEEN RIVERDALE & OGDEN (Lat: 41.180906,  Lng: -111.993019),  Route carried "on" structure: State highway 26,  Year Built: 1999,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 29,955 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 37,444 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WEBER RIVER
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 3.143,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.2m (92.5ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 58.9m (193.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Inventory Rating: 51.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior 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 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: C 912,  Location: 0.2 MI.SO.JCT.with SR-39 (Lat: 41.241050,  Lng: -112.025228),  Route carried "on" structure: State highway 126,  Year Built: 2003,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 16,226 (year 2012),  Truck Traffic: 16%,  Average Future Daily Traffic: 20,283 (year 2032),  Features Intersected: WEBER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.837,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.9m (88.3ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.1m (210.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.7 metric tons,  Inventory Rating: 52.5 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: C 913,  Location: SOUTH of JCT. with SR-39 (Lat: 41.243867,  Lng: -112.025172),  Route carried "on" structure: State highway 126,  Year Built: 2003,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 16,226 (year 2012),  Truck Traffic: 16%,  Average Future Daily Traffic: 20,283 (year 2032),  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.148,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.8m (94.5ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.9 metric tons,  Inventory Rating: 64.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: C 945,  Location: 31st St. Intchg. in Ogden (Lat: 41.205236,  Lng: -111.994678),  Route carried "on" structure: State highway 79,  Year Built: 2008,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 21,884 (year 2012),  Truck Traffic: 25%,  Average Future Daily Traffic: 27,355 (year 2032),  Features Intersected: I-15 (SR-15)
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 3.963,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.5m (169.0ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 37.4m (122.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.8 metric tons,  Inventory Rating: 39.9 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: C 971,  Location: SR-79,West of SR-126 (Lat: 41.197656,  Lng: -112.029711),  Route carried "on" structure: State highway 79,  Year Built: 2010,  Status: Open,  Structure Length: 9.43m (30.94ft),  Average Daily Traffic: 9,771 (year 2012),  Truck Traffic: 28%,  Average Future Daily Traffic: 12,214 (year 2032),  Features Intersected: UPRR and UTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.870,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 91.1m (298.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 41.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 15,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: E1456,  Location: 0.4 NO.of 20th ST.INTCHG. (Lat: 41.233611,  Lng: -112.013056),  Route carried "on" structure: Interstate 15,  Year Built: 1968,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 74,129 (year 2012),  Truck Traffic: 25%,  Average Future Daily Traffic: 92,661 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LAYTON PUMP INTAKE CHAN.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 553.953,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 54.9m (180.1ft),  Out-to-Out Width: 57.6m (189.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 80.4 metric tons,  Inventory Rating: 59.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 13,  Underwater Inspection Date: July 14
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Structure Number: F 17,  Location: HARRISON BLVD.NR.CYN. DR. (Lat: 41.236619,  Lng: -111.946378),  Route carried "on" structure: State highway 203,  Year Built: 1967,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 18,534 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 23,168 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 9.278,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.4 metric tons,  Inventory Rating: 20.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F 742,  Location: Adj. to. 31st St. Intchg. (Lat: 41.205872,  Lng: -111.991353),  Route carried "on" structure: State highway 79,  Year Built: 2008,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 21,884 (year 2012),  Truck Traffic: 25%,  Average Future Daily Traffic: 27,355 (year 2032),  Features Intersected: WEBER RIVER
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 4.247,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.4 metric tons,  Inventory Rating: 50.5 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior 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 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 737,  Location: 0.5 Mi.No.of 24th St.Int. (Lat: 41.222047,  Lng: -112.009725),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 2.46m (8.07ft),  Average Daily Traffic: 38,981 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 48,726 (year 2032),  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 552.633,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.9 metric tons,  Inventory Rating: 47.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 738,  Location: 24th St. Intchg. in Ogden (Lat: 41.219314,  Lng: -112.004783),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 38,981 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 48,726 (year 2032),  Features Intersected: SR-53 & UPRR
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 552.117,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.0 metric tons,  Inventory Rating: 34.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 739,  Location: 0.5 Mi.No.of 31st St.Int. (Lat: 41.210328,  Lng: -111.997106),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 47,540 (year 2012),  Truck Traffic: 28%,  Average Future Daily Traffic: 59,425 (year 2032),  Features Intersected: UPRR & UTA TRACKS
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 550.924,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.4 metric tons,  Inventory Rating: 49.9 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 743,  Location: At the Wilson Lane Intchg (Lat: 41.228425,  Lng: -112.012342),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 37,065 (year 2012),  Truck Traffic: 25%,  Average Future Daily Traffic: 46,331 (year 2032),  Features Intersected: SR-104,WILSON LANE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 553.379,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.1 metric tons,  Inventory Rating: 50.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 744,  Location: No. of Wilson Ln. Intchg. (Lat: 41.236961,  Lng: -112.013969),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 37,065 (year 2012),  Truck Traffic: 25%,  Average Future Daily Traffic: 46,331 (year 2032),  Features Intersected: WEBER RIVER
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 554.332,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.0 metric tons,  Inventory Rating: 43.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 745,  Location: So. of 12th St. Intchg. (Lat: 41.242300,  Lng: -112.015206),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 37,065 (year 2012),  Truck Traffic: 25%,  Average Future Daily Traffic: 46,331 (year 2032),  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 554.937,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.9 metric tons,  Inventory Rating: 47.0 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 746,  Location: 12th St. Intchg. in Ogden (Lat: 41.244428,  Lng: -112.015678),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 30,942 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 38,678 (year 2032),  Features Intersected: SR-39, 12th ST. in OGDEN
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 555.175,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 79.7 metric tons,  Inventory Rating: 45.0 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 75,  Location: South of 12th St. Intchg. (Lat: 41.242244,  Lng: -112.014928),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2009,  Status: Open,  Structure Length: 3.82m (12.53ft),  Average Daily Traffic: 8,340 (year 2012),  Average Future Daily Traffic: 10,425 (year 2032),  Features Intersected: UPRR TRACKS
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.210,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 15PR3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.2 metric tons,  Inventory Rating: 47.3 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C 314,  Location: 0.5 MI.E.31st ST.INTCHG. (Lat: 41.206600,  Lng: -111.985239),  Route carried "on" structure: State highway 79,  Year Built: 1960,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 10,942 (year 2012),  Truck Traffic: 25%,  Average Future Daily Traffic: 13,678 (year 2032),  Design Load: HS 20,  Features Intersected: UPRR RAIL YARDS
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 4.767,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Critical Feature Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 2C 615,  Location: 1.2 MI.E.OF WILSON LN.INT (Lat: 41.231431,  Lng: -111.988722),  Route carried "on" structure: State highway 104,  Year Built: 1976,  Status: Open,  Structure Length: 22.25m (73.00ft),  Average Daily Traffic: 4,851 (year 2012),  Truck Traffic: 30%,  Average Future Daily Traffic: 6,064 (year 2032),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 3.159,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Critical Feature Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 2C 801,  Location: BETWEEN RIVERDALE & OGDEN (Lat: 41.181708,  Lng: -111.991422),  Route carried "on" structure: State highway 26,  Year Built: 2000,  Status: Open,  Structure Length: 16.72m (54.86ft),  Average Daily Traffic: 14,978 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,722 (year 2032),  Design Load: HS 20,  Features Intersected: UPRR & OGDEN CITY STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 3.304,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 75.3m (247.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C 905,  Location: 0.7 MI.E. of 31St.INTCHG. (Lat: 41.207828,  Lng: -111.982242),  Route carried "on" structure: State highway 79,  Year Built: 2003,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 3,739 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 4,674 (year 2032),  Design Load: HS 20,  Features Intersected: REEVES AVENUE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 5.052,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.6m (110.2ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 737,  Location: 0.5 Mi.No.of 24th St.Int. (Lat: 41.222328,  Lng: -112.010047),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 2.46m (8.07ft),  Average Daily Traffic: 38,981 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 48,726 (year 2032),  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 552.674,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.2 metric tons,  Inventory Rating: 48.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 738,  Location: At the 24th St. Intchg. (Lat: 41.219597,  Lng: -112.005642),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 38,981 (year 2012),  Truck Traffic: 27%,  Average Future Daily Traffic: 48,726 (year 2032),  Features Intersected: SR-53 & UPRR SPUR
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 552.196,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.0 metric tons,  Inventory Rating: 34.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 739,  Location: 0.5Mi.No. of 31st St.Intr (Lat: 41.210808,  Lng: -111.998222),  Route carried "on" structure: Interstate 15,  Year Built: 2009,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 47,540 (year 2012),  Truck Traffic: 28%,  Average Future Daily Traffic: 59,425 (year 2032),  Features Intersected: UPRR & UTA
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 551.017,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.6 metric tons,  Inventory Rating: 51.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 743,  Location: At the Wilson Ln. Intchg. (Lat: 41.228883,  Lng: -112.012736),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 37,065 (year 2012),  Truck Traffic: 25%,  Average Future Daily Traffic: 46,331 (year 2032),  Features Intersected: SR-104, WILSON LANE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 553.430,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.1 metric tons,  Inventory Rating: 50.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 744,  Location: No.of Wilson Lane Intchg. (Lat: 41.237514,  Lng: -112.014661),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 37,065 (year 2012),  Truck Traffic: 25%,  Average Future Daily Traffic: 46,331 (year 2032),  Features Intersected: WEBER RIVER
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 554.402,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.0 metric tons,  Inventory Rating: 43.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 745,  Location: So.of 12th Street Intchg. (Lat: 41.242850,  Lng: -112.015806),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 37,065 (year 2012),  Truck Traffic: 25%,  Average Future Daily Traffic: 46,331 (year 2032),  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 555.003,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.9 metric tons,  Inventory Rating: 47.0 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 746,  Location: 12th St. Intchg. in Ogden (Lat: 41.244964,  Lng: -112.016278),  Route carried "on" structure: Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 30,942 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 38,678 (year 2032),  Features Intersected: SR-39, 12th St.in OGDEN
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 555.238,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 80.7 metric tons,  Inventory Rating: 47.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 751,  Location: Just So.of 12th St. Int. (Lat: 41.242925,  Lng: -112.016286),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2008,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 8,486 (year 2012),  Average Future Daily Traffic: 10,608 (year 2032),  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.185,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 15NR3,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.4m (132.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.3 metric tons,  Inventory Rating: 49.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4C 314,  Location: .5 Mi.E.of31st.St.Intchg. (Lat: 41.207508,  Lng: -111.983739),  Route carried "on" structure: State highway 79,  Year Built: 1960,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 3,739 (year 2012),  Truck Traffic: 24%,  Average Future Daily Traffic: 4,674 (year 2032),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 4.923,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Critical Feature Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 4C 614,  Location: 1.2 MI.E.OF WILSON LN.INT (Lat: 41.231686,  Lng: -111.986564),  Route carried "on" structure: State highway 104,  Year Built: 1976,  Status: Open,  Structure Length: 15.33m (50.30ft),  Average Daily Traffic: 4,741 (year 2012),  Truck Traffic: 30%,  Average Future Daily Traffic: 5,926 (year 2032),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 4.595,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: August 13,  Critical Feature Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 4C 801,  Location: BETWEEN RIVERDALE & ODGEN (Lat: 41.183161,  Lng: -111.989667),  Route carried "on" structure: State highway 26,  Year Built: 1999,  Status: Open,  Structure Length: 17.82m (58.46ft),  Average Daily Traffic: 14,978 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 18,722 (year 2032),  Design Load: HS 20,  Features Intersected: UPRR & OGDEN CITY STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 3.522,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 80.3m (263.5ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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