Bridge Statistics for Ogden, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 41Number of bridges
- 820ft / 250mTotal length
- 1,225,837Total average daily traffic
- 219,361Total 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
- 11920-1929
- 21930-1939
- 21950-1959
- 91960-1969
- 51970-1979
- 21980-1989
- 21990-1999
- 162000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 21970-1979
- 11980-1989
- Bridge Condition - Deck
- 35.5%Good
- 32.3%Satisfactory
- 32.3%Fair
- Bridge Condition - Superstructure
- 3.2%Excellent
- 22.6%Very good
- 35.5%Good
- 22.6%Satisfactory
- 16.1%Fair
- Bridge Condition - Substructure
- 3.2%Excellent
- 6.5%Very good
- 25.8%Good
- 38.7%Satisfactory
- 25.8%Fair
- Bridge Condition - Channel
- 11.8%Very good
- 58.8%Good
- 17.6%Satisfactory
- 11.8%Fair
Find on map >> Show street view
Structure Number: 57006C, Location: 3000 S. PENN. AVE., OGDEN (Lat: 41.210400, Lng: -112.006400), Route carried "on" structure: City street 3382, Year Built: 1990, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 5,532 (year 2020), Average Future Daily Traffic: 6,915 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR and UTA Tracks, Facility Carried by Structure: PENNSYLVANIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.623, 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: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 69.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 57006C, Location: 3000 S. PENN. AVE., OGDEN (Lat: 41.210400, Lng: -112.006400), Route carried "on" structure: City street 3382, Year Built: 1990, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 5,532 (year 2020), Average Future Daily Traffic: 6,915 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR and UTA Tracks, Facility Carried by Structure: PENNSYLVANIA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.623, 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: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 69.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 57024F, Location: 3400 PARKER DR., OGDEN (Lat: 41.200892, Lng: -111.992047), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 3.67m (12.04ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,655 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER, Facility Carried by Structure: PARKER DRIVE-OGDEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, 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: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, 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 2020, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57024F, Location: 3400 PARKER DR., OGDEN (Lat: 41.200892, Lng: -111.992047), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 3.67m (12.04ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,655 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER, Facility Carried by Structure: PARKER DRIVE-OGDEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, 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: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, 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 2020, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 57025C, Location: 1800 S. GRANT AVE., OGDEN (Lat: 41.233100, Lng: -111.973000), Route carried "on" structure: City street 3360, Year Built: 1931, Year Reconstructed: 1971, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 2,180 (year 2020), Average Future Daily Traffic: 2,725 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER, Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.922, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57025C, Location: 1800 S. GRANT AVE., OGDEN (Lat: 41.233100, Lng: -111.973000), Route carried "on" structure: City street 3360, Year Built: 1931, Year Reconstructed: 1971, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 2,180 (year 2020), Average Future Daily Traffic: 2,725 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER, Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.922, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 57026F, Location: 1800 S. LINCOLN AVE.OGDEN (Lat: 41.234400, Lng: -111.975700), Route carried "on" structure: City street 3361, Year Built: 1965, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 2,131 (year 2020), Average Future Daily Traffic: 2,664 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER, Facility Carried by Structure: LINCOLN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.375, 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: Satisfactory, Channel: Satisfactory, Operating Rating: 51.5 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: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57026F, Location: 1800 S. LINCOLN AVE.OGDEN (Lat: 41.234400, Lng: -111.975700), Route carried "on" structure: City street 3361, Year Built: 1965, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 2,131 (year 2020), Average Future Daily Traffic: 2,664 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER, Facility Carried by Structure: LINCOLN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.375, 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: Satisfactory, Channel: Satisfactory, Operating Rating: 51.5 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: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 57027F, Location: 450 E. EXCHANGE RD. OGDEN (Lat: 41.223500, Lng: -111.988492), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.64m (11.94ft), Average Daily Traffic: 504 (year 2020), Truck Traffic: 50%, Average Future Daily Traffic: 612 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER, Facility Carried by Structure: EXCHANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.246, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, 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: 45.4 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57027F, Location: 450 E. EXCHANGE RD. OGDEN (Lat: 41.223500, Lng: -111.988492), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.64m (11.94ft), Average Daily Traffic: 504 (year 2020), Truck Traffic: 50%, Average Future Daily Traffic: 612 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER, Facility Carried by Structure: EXCHANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.246, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, 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: 45.4 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 57028D, Location: 1800 S.GRAMERCY AV.OGDEN (Lat: 41.236106, Lng: -111.957758), Route carried "on" structure: City street , Year Built: 1915, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,040 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,263 (year 2040), Design Load: H 15, Features Intersected: OGDEN RIVER, Facility Carried by Structure: GRAMERCY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 19.6m (64.3ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.7 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: 23.0 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57028D, Location: 1800 S.GRAMERCY AV.OGDEN (Lat: 41.236106, Lng: -111.957758), Route carried "on" structure: City street , Year Built: 1915, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,040 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,263 (year 2040), Design Load: H 15, Features Intersected: OGDEN RIVER, Facility Carried by Structure: GRAMERCY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 19.6m (64.3ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.7 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: 23.0 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 57029F, Location: 1700 MONROE BLVD., OGDEN (Lat: 41.235747, Lng: -111.955189), Route carried "on" structure: City street 3404, Year Built: 1984, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 6,628 (year 2020), Average Future Daily Traffic: 8,285 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER, Facility Carried by Structure: MONROE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.549, 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: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 57029F, Location: 1700 MONROE BLVD., OGDEN (Lat: 41.235747, Lng: -111.955189), Route carried "on" structure: City street 3404, Year Built: 1984, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 6,628 (year 2020), Average Future Daily Traffic: 8,285 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER, Facility Carried by Structure: MONROE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.549, 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: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 57030F, Location: 1880 VALLEY DR. OGDEN (Lat: 41.236494, Lng: -111.929139), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 2,520 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,062 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER, Facility Carried by Structure: VALLEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, 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: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.8 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 57030F, Location: 1880 VALLEY DR. OGDEN (Lat: 41.236494, Lng: -111.929139), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 2,520 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,062 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER, Facility Carried by Structure: VALLEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, 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: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.8 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 57041F, Location: AT GREYCLIFFS IN OGDEN CY (Lat: 41.251989, Lng: -111.880314), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1994, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 126 (year 2020), Average Future Daily Traffic: 153 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.009, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.1 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: 28.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57041F, Location: AT GREYCLIFFS IN OGDEN CY (Lat: 41.251989, Lng: -111.880314), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1994, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 126 (year 2020), Average Future Daily Traffic: 153 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.009, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.1 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: 28.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 57043F, Location: OGDEN CANYON W.G CLIF (Lat: 41.248517, Lng: -111.887836), Route carried "on" structure: ServiceCounty highway , Year Built: 2002, Status: Posted for load, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 63 (year 2020), Average Future Daily Traffic: 77 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.009, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 46.0 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57043F, Location: OGDEN CANYON W.G CLIF (Lat: 41.248517, Lng: -111.887836), Route carried "on" structure: ServiceCounty highway , Year Built: 2002, Status: Posted for load, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 63 (year 2020), Average Future Daily Traffic: 77 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.009, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 46.0 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: C 286, Location: 18TH ST & WALL AVE OG (Lat: 41.234167, Lng: -111.978333), Route carried "on" structure: State highway 204, Year Built: 1954, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 23,675 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 29,594 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.611, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: C 286, Location: 18TH ST & WALL AVE OG (Lat: 41.234167, Lng: -111.978333), Route carried "on" structure: State highway 204, Year Built: 1954, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 23,675 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 29,594 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.611, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: C 655, Location: 24TH ST & WALL AVE OGDEN (Lat: 41.222969, Lng: -111.989078), Route carried "on" structure: State highway 53, Year Built: 1970, Year Reconstructed: 1976, Status: Open, Structure Length: 94.37m (309.61ft), Average Daily Traffic: 17,917 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 22,396 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-204,WEBER RIVER,RR-YD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.580, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 28, Length of Maximum Span: 46.5m (152.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 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: 21.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: C 655, Location: 24TH ST & WALL AVE OGDEN (Lat: 41.222969, Lng: -111.989078), Route carried "on" structure: State highway 53, Year Built: 1970, Year Reconstructed: 1976, Status: Open, Structure Length: 94.37m (309.61ft), Average Daily Traffic: 17,917 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 22,396 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-204,WEBER RIVER,RR-YD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.580, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 28, Length of Maximum Span: 46.5m (152.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 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: 21.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: C 778, Location: 20TH.ST AND WASH.BLVD.O (Lat: 41.233625, Lng: -111.970150), Route carried "on" structure: US 89, Year Built: 1992, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 29,615 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 37,019 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 667.809, 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: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 35.6m (116.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C 778, Location: 20TH.ST AND WASH.BLVD.O (Lat: 41.233625, Lng: -111.970150), Route carried "on" structure: US 89, Year Built: 1992, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 29,615 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 37,019 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 667.809, 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: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 35.6m (116.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: C 945, Location: 31st St. Intchg. in Ogden (Lat: 41.205425, Lng: -111.994644), Route carried "on" structure: State highway 79, Year Built: 2008, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 23,468 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,335 (year 2040), Design Load: HL 93, Features Intersected: I-15 (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.995, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 37.4m (122.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 59.0 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: 39.9 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: Better than present minimum 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C 945, Location: 31st St. Intchg. in Ogden (Lat: 41.205425, Lng: -111.994644), Route carried "on" structure: State highway 79, Year Built: 2008, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 23,468 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,335 (year 2040), Design Load: HL 93, Features Intersected: I-15 (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.995, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 37.4m (122.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 59.0 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: 39.9 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: Better than present minimum 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: D 634, Location: 3 MI.WEST OF PINEVIEW DAM (Lat: 41.251944, Lng: -111.879831), Route carried "on" structure: State highway 39, Year Built: 1959, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 9,563 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,954 (year 2040), Design Load: H 15, Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.775, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.9m (65.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: D 634, Location: 3 MI.WEST OF PINEVIEW DAM (Lat: 41.251944, Lng: -111.879831), Route carried "on" structure: State highway 39, Year Built: 1959, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 9,563 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,954 (year 2040), Design Load: H 15, Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.775, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.9m (65.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: F 17, Location: HARRISON BLVD.NR.CYN. DR. (Lat: 41.236717, Lng: -111.946203), Route carried "on" structure: State highway 203, Year Built: 1967, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 19,875 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 24,844 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.293, 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: 20.6m (67.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F 17, Location: HARRISON BLVD.NR.CYN. DR. (Lat: 41.236717, Lng: -111.946203), Route carried "on" structure: State highway 203, Year Built: 1967, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 19,875 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 24,844 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.293, 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: 20.6m (67.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: F 381, Location: AT MOUTH OF OGDEN CANYON (Lat: 41.236233, Lng: -111.924050), Route carried "on" structure: State highway 39, Year Built: 1923, Year Reconstructed: 1977, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 9,563 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,954 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.428, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: F 381, Location: AT MOUTH OF OGDEN CANYON (Lat: 41.236233, Lng: -111.924050), Route carried "on" structure: State highway 39, Year Built: 1923, Year Reconstructed: 1977, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 9,563 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,954 (year 2040), Design Load: HS 20+Mod, Features Intersected: OGDEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.428, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: F 742, Location: Adj. to. 31st St. Intchg. (Lat: 41.205719, Lng: -111.991175), Route carried "on" structure: State highway 79, Year Built: 2008, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 23,468 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,335 (year 2040), Design Load: HL 93, Features Intersected: WEBER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.288, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 41.1m (134.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.7 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: 50.5 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: Equal to 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F 742, Location: Adj. to. 31st St. Intchg. (Lat: 41.205719, Lng: -111.991175), Route carried "on" structure: State highway 79, Year Built: 2008, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 23,468 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,335 (year 2040), Design Load: HL 93, Features Intersected: WEBER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.288, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 41.1m (134.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.7 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: 50.5 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: Equal to 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1F 737, Location: 0.5 Mi.No.of 24th St.Int. (Lat: 41.222119, Lng: -112.009622), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 85,828 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 107,285 (year 2040), Design Load: HL 93, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 553.121, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), 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: 49.9 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: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 737, Location: 0.5 Mi.No.of 24th St.Int. (Lat: 41.222119, Lng: -112.009622), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 85,828 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 107,285 (year 2040), Design Load: HL 93, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 553.121, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), 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: 49.9 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: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1F 738, Location: 24th St. Intchg. in Ogden (Lat: 41.219394, Lng: -112.004683), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 85,828 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 107,285 (year 2040), Design Load: HL 93, Features Intersected: SR-53 AND UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.606, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.5m (116.5ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 738, Location: 24th St. Intchg. in Ogden (Lat: 41.219394, Lng: -112.004683), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 85,828 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 107,285 (year 2040), Design Load: HL 93, Features Intersected: SR-53 AND UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.606, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.5m (116.5ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1F 739, Location: 0.5 Mi.No.of 31st St.Int. (Lat: 41.210333, Lng: -111.997267), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 104,674 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 130,843 (year 2040), Design Load: HL 93, Features Intersected: UPRR and UTA TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 551.422, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.0m (147.6ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.0 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: 49.9 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: Better than present minimum 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 739, Location: 0.5 Mi.No.of 31st St.Int. (Lat: 41.210333, Lng: -111.997267), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 104,674 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 130,843 (year 2040), Design Load: HL 93, Features Intersected: UPRR and UTA TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 551.422, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.0m (147.6ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.0 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: 49.9 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: Better than present minimum 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 2C 314, Location: 0.5 MI.E.31st ST.INTCHG. (Lat: 41.206639, Lng: -111.985233), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 12.77m (41.90ft), Average Daily Traffic: 23,440 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR RAIL YARDS, Facility Carried by Structure: SR-79EBL 31st ST.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 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: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.6 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2C 314, Location: 0.5 MI.E.31st ST.INTCHG. (Lat: 41.206639, Lng: -111.985233), Route carried "on" structure: State highway , Year Built: 1960, Status: Open, Structure Length: 12.77m (41.90ft), Average Daily Traffic: 23,440 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR RAIL YARDS, Facility Carried by Structure: SR-79EBL 31st ST.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 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: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.6 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 2C 615, Location: 1.2 MI.E.OF WILSON LN.INT (Lat: 41.231392, Lng: -111.988689), Route carried "on" structure: State highway 104, Year Built: 1976, Status: Open, Structure Length: 22.26m (73.03ft), Average Daily Traffic: 9,904 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 12,380 (year 2040), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, 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 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2C 615, Location: 1.2 MI.E.OF WILSON LN.INT (Lat: 41.231392, Lng: -111.988689), Route carried "on" structure: State highway 104, Year Built: 1976, Status: Open, Structure Length: 22.26m (73.03ft), Average Daily Traffic: 9,904 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 12,380 (year 2040), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, 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 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 2C 905, Location: 0.7 MI.E. of 31St.INTCHG. (Lat: 41.207883, Lng: -111.982203), Route carried "on" structure: State highway 79, Year Built: 2003, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 8,019 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 10,024 (year 2040), Design Load: HS 20+Mod, Features Intersected: REEVES AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.089, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.5m (113.2ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 33.7 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: 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: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2C 905, Location: 0.7 MI.E. of 31St.INTCHG. (Lat: 41.207883, Lng: -111.982203), Route carried "on" structure: State highway 79, Year Built: 2003, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 8,019 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 10,024 (year 2040), Design Load: HS 20+Mod, Features Intersected: REEVES AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.089, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.5m (113.2ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 33.7 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: 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: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3F 737, Location: 0.5 Mi.No.of 24th St.Int. (Lat: 41.222242, Lng: -112.010164), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 85,828 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 107,285 (year 2040), Design Load: HL 93, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.958, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 51.5 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 737, Location: 0.5 Mi.No.of 24th St.Int. (Lat: 41.222242, Lng: -112.010164), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 85,828 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 107,285 (year 2040), Design Load: HL 93, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.958, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 51.5 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3F 738, Location: At the 24th St. Intchg. (Lat: 41.219672, Lng: -112.005522), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 104,674 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 130,843 (year 2040), Design Load: HL 93, Features Intersected: SR-53 & UPRR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.472, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.5m (116.5ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 738, Location: At the 24th St. Intchg. (Lat: 41.219672, Lng: -112.005522), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 104,674 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 130,843 (year 2040), Design Load: HL 93, Features Intersected: SR-53 & UPRR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.472, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.5m (116.5ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3F 739, Location: 0.5Mi.No. of 31st St.Intr (Lat: 41.210811, Lng: -111.998028), Route carried "on" structure: Interstate 15, Year Built: 2009, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 104,674 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 130,843 (year 2040), Design Load: HL 93, Features Intersected: UPRR & UTA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 551.299, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.0m (147.6ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.0 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: 51.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 739, Location: 0.5Mi.No. of 31st St.Intr (Lat: 41.210811, Lng: -111.998028), Route carried "on" structure: Interstate 15, Year Built: 2009, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 104,674 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 130,843 (year 2040), Design Load: HL 93, Features Intersected: UPRR & UTA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 551.299, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.0m (147.6ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.0 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: 51.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4C 314, Location: .5 Mi.E.of31st.St.Intchg. (Lat: 41.207469, Lng: -111.983661), Route carried "on" structure: State highway 79, Year Built: 1960, Status: Open, Structure Length: 12.77m (41.90ft), Average Daily Traffic: 9,864 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 12,330 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.161, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 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: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 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: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4C 314, Location: .5 Mi.E.of31st.St.Intchg. (Lat: 41.207469, Lng: -111.983661), Route carried "on" structure: State highway 79, Year Built: 1960, Status: Open, Structure Length: 12.77m (41.90ft), Average Daily Traffic: 9,864 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 12,330 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.161, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 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: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 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: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 4C 614, Location: 1.2 MI.E.OF WILSON LN.INT (Lat: 41.231753, Lng: -111.986528), Route carried "on" structure: State highway 104, Year Built: 1976, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 8,279 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 10,349 (year 2040), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.711, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 73.9m (242.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4C 614, Location: 1.2 MI.E.OF WILSON LN.INT (Lat: 41.231753, Lng: -111.986528), Route carried "on" structure: State highway 104, Year Built: 1976, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 8,279 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 10,349 (year 2040), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.711, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 73.9m (242.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 4C 904, Location: W. OF WALL AVE.on 31st ST (Lat: 41.208508, Lng: -111.982339), Route carried "on" structure: State highway 79, Year Built: 2003, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 9,864 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 12,330 (year 2040), Design Load: HS 20+Mod, Features Intersected: 31st STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.998, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.8m (45.3ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.0 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: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4C 904, Location: W. OF WALL AVE.on 31st ST (Lat: 41.208508, Lng: -111.982339), Route carried "on" structure: State highway 79, Year Built: 2003, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 9,864 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 12,330 (year 2040), Design Load: HS 20+Mod, Features Intersected: 31st STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.998, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.8m (45.3ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.0 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: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: F 88, Location: SR-39 over Ogden River (Lat: 41.251994, Lng: -111.879814), Route carried "on" structure: State highway 39, Year Built: 2021, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 9,563 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,954 (year 2040), Design Load: HL 93, Features Intersected: Ogden River
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 18.668, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F 88, Location: SR-39 over Ogden River (Lat: 41.251994, Lng: -111.879814), Route carried "on" structure: State highway 39, Year Built: 2021, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 9,563 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,954 (year 2040), Design Load: HL 93, Features Intersected: Ogden River
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 18.668, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: C 458, Location: 31ST STREET INT. OGDEN (Lat: 41.202903, Lng: -111.993972), Route carried "under" structure: Interstate 15, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 106,442 (year 2020), Truck Traffic: 17%, Features Intersected: I-15 (SR-15) NBL & S, Facility Carried by Structure: UPRR HILL AFB BR.
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 550.042, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: C 458, Location: 31ST STREET INT. OGDEN (Lat: 41.202903, Lng: -111.993972), Route carried "under" structure: Interstate 15, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 106,442 (year 2020), Truck Traffic: 17%, Features Intersected: I-15 (SR-15) NBL & S, Facility Carried by Structure: UPRR HILL AFB BR.
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 550.042, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.3m (96.1ft)
Find on map >> Show street view
Structure Number: C 485, Location: 31st ST.INT.SB.ON-RAMP (Lat: 41.202097, Lng: -111.995292), Route carried "under" structure: Ramp Interstate 15, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 118,000 (year 2020), Truck Traffic: 17%, Features Intersected: I-15 (SR-15) SBL, Facility Carried by Structure: UPRR HILL AFB BR.
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 12.9m (42.3ft)
Structure Number: C 485, Location: 31st ST.INT.SB.ON-RAMP (Lat: 41.202097, Lng: -111.995292), Route carried "under" structure: Ramp Interstate 15, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 118,000 (year 2020), Truck Traffic: 17%, Features Intersected: I-15 (SR-15) SBL, Facility Carried by Structure: UPRR HILL AFB BR.
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 12.9m (42.3ft)
Find on map >> Show street view
Structure Number: C 486, Location: 31st ST.INT.NB.OFF-RAMP (Lat: 41.203586, Lng: -111.992161), Route carried "under" structure: Ramp Interstate 15, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 14%, Features Intersected: I-15 (SR-15) NBL, Facility Carried by Structure: UPRR HILL AFB. BR.
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 550.090, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: C 486, Location: 31st ST.INT.NB.OFF-RAMP (Lat: 41.203586, Lng: -111.992161), Route carried "under" structure: Ramp Interstate 15, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 14%, Features Intersected: I-15 (SR-15) NBL, Facility Carried by Structure: UPRR HILL AFB. BR.
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 550.090, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 15.8m (51.8ft)
Find on map >> Show street view
Structure Number: C 655, Location: 24TH ST & WALL AVE OGDEN (Lat: 41.222969, Lng: -111.989078), Route carried "under" structure: State highway 204, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 21,948 (year 2020), Truck Traffic: 20%, Features Intersected: SR-204,WEBER RIVER,RR-YD, Facility Carried by Structure: SR-53 24TH ST VIA.
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 3.354, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.5m (152.6ft)
Structure Number: C 655, Location: 24TH ST & WALL AVE OGDEN (Lat: 41.222969, Lng: -111.989078), Route carried "under" structure: State highway 204, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 21,948 (year 2020), Truck Traffic: 20%, Features Intersected: SR-204,WEBER RIVER,RR-YD, Facility Carried by Structure: SR-53 24TH ST VIA.
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 3.354, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.5m (152.6ft)
Find on map >> Show street view
Structure Number: C 945, Location: 31st St. Intchg. in Ogden (Lat: 41.205425, Lng: -111.994644), Route carried "under" structure: Interstate 15, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 106,442 (year 2020), Truck Traffic: 17%, Features Intersected: I-15 (SR-15), Facility Carried by Structure: SR-79, 31st STREET
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 550.310, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 52.4m (171.9ft)
Structure Number: C 945, Location: 31st St. Intchg. in Ogden (Lat: 41.205425, Lng: -111.994644), Route carried "under" structure: Interstate 15, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 106,442 (year 2020), Truck Traffic: 17%, Features Intersected: I-15 (SR-15), Facility Carried by Structure: SR-79, 31st STREET
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 550.310, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 52.4m (171.9ft)
Find on map >> Show street view
Structure Number: 1F 738, Location: 24th St. Intchg. in Ogden (Lat: 41.219394, Lng: -112.004683), Route carried "under" structure: State highway 53, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 16,649 (year 2020), Truck Traffic: 12%, Features Intersected: SR-53 AND UPRR, Facility Carried by Structure: I-15 (SR-15) NB
Minimum Vertical Clearance: 7.72m (25.33ft), Kilometerpoint: 0.113, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.5m (116.5ft)
Structure Number: 1F 738, Location: 24th St. Intchg. in Ogden (Lat: 41.219394, Lng: -112.004683), Route carried "under" structure: State highway 53, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 16,649 (year 2020), Truck Traffic: 12%, Features Intersected: SR-53 AND UPRR, Facility Carried by Structure: I-15 (SR-15) NB
Minimum Vertical Clearance: 7.72m (25.33ft), Kilometerpoint: 0.113, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.5m (116.5ft)
Find on map >> Show street view
Structure Number: 2C 905, Location: 0.7 MI.E. of 31St.INTCHG. (Lat: 41.207883, Lng: -111.982203), Route carried "under" structure: ServiceCity street , Year Built: 2003, Structure Length: 0. m, Features Intersected: REEVES AVENUE, Facility Carried by Structure: SR-79,EASTBOUND
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.5m (113.2ft)
Structure Number: 2C 905, Location: 0.7 MI.E. of 31St.INTCHG. (Lat: 41.207883, Lng: -111.982203), Route carried "under" structure: ServiceCity street , Year Built: 2003, Structure Length: 0. m, Features Intersected: REEVES AVENUE, Facility Carried by Structure: SR-79,EASTBOUND
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.5m (113.2ft)
Find on map >> Show street view
Structure Number: 3F 738, Location: At the 24th St. Intchg. (Lat: 41.219672, Lng: -112.005522), Route carried "under" structure: State highway 53, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 16,649 (year 2020), Truck Traffic: 12%, Features Intersected: SR-53 & UPRR SPUR, Facility Carried by Structure: I-15SB (SR-215)
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.080, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.5m (116.5ft)
Structure Number: 3F 738, Location: At the 24th St. Intchg. (Lat: 41.219672, Lng: -112.005522), Route carried "under" structure: State highway 53, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 16,649 (year 2020), Truck Traffic: 12%, Features Intersected: SR-53 & UPRR SPUR, Facility Carried by Structure: I-15SB (SR-215)
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.080, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.5m (116.5ft)
Find on map >> Show street view
Structure Number: 4C 314, Location: .5 Mi.E.of31st.St.Intchg. (Lat: 41.207469, Lng: -111.983661), Route carried "under" structure: City street , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 100 (year 2020), Features Intersected: UNION PACIFIC RAILROAD, Facility Carried by Structure: SR-79, WBL 31ST.
Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 4C 314, Location: .5 Mi.E.of31st.St.Intchg. (Lat: 41.207469, Lng: -111.983661), Route carried "under" structure: City street , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 100 (year 2020), Features Intersected: UNION PACIFIC RAILROAD, Facility Carried by Structure: SR-79, WBL 31ST.
Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Find on map >> Show street view
Structure Number: 4C 904, Location: W. OF WALL AVE.on 31st ST (Lat: 41.208508, Lng: -111.982339), Route carried "under" structure: City street , Year Built: 2003, Structure Length: 0. m, Features Intersected: 31st STREET, Facility Carried by Structure: SR-79 WB
Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft)
Structure Number: 4C 904, Location: W. OF WALL AVE.on 31st ST (Lat: 41.208508, Lng: -111.982339), Route carried "under" structure: City street , Year Built: 2003, Structure Length: 0. m, Features Intersected: 31st STREET, Facility Carried by Structure: SR-79 WB
Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft)