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Bridge Statistics for Ogden, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Ogden, UT, Utah, Utah forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 48 Total length: 495 meters (1,624ft) Total costs: $55,551,000 Total average daily traffic: 948,312 Total average daily truck traffic: 154,208 National Bridge Inventory (NBI) Registered Bridges for Ogden
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 57006C, Location: 3000 SO.PENN. AVE.,OGDEN (Lat: 41.210444, Lng: -112.006667), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 6,955 (year 2003), Truck Traffic: 20%, Average Future Daily Traffic: 8,450 (year 2023), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD, Facility Carried by Structure: PENNSYLVANIA AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $491,000, Roadway Improvement Cost: $49,000, Total Project Cost: $810,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 57024F, Location: PARKER DRIVE SW. of OGDEN (Lat: 41.200861, Lng: -111.992111), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 5,000 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 6,075 (year 2023), Design Load: H 20, Features Intersected: WEBER RIVER, Facility Carried by Structure: PARKER DRIVE-OGDEN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $389,000, Roadway Improvement Cost: $39,000, Total Project Cost: $642,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57025C, Location: 1800 SO.GRANT AVE.,OGDEN (Lat: 41.233111, Lng: -111.973056), Route carried "on" structure: City street , Year Built: 1931, Year Reconstructed: 1971, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,553 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 4,317 (year 2023), Features Intersected: OGDEN RIVER, Facility Carried by Structure: GRANT AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 20.3m (66.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $457,000, Roadway Improvement Cost: $46,000, Total Project Cost: $755,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 57026F, Location: 1800 SO.LINCOLN AVE.OGDEN (Lat: 41.234389, Lng: -111.975694), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 3,960 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 4,811 (year 2023), Features Intersected: OGDEN RIVER, Facility Carried by Structure: LINCOLN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $41,000, Total Project Cost: $672,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57027F, Location: 2350 SO. 400 WEST, OGDEN (Lat: 41.223333, Lng: -111.988333), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 400 (year 2003), Truck Traffic: 50%, Average Future Daily Traffic: 486 (year 2023), Design Load: HS 20, Features Intersected: WEBER RIVER, Facility Carried by Structure: 2350 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $537,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 57028D, Location: 1800 SO.GRAMERCY AV.OGDEN (Lat: 41.236111, Lng: -111.957722), Route carried "on" structure: City street , Year Built: 1915, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 825 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,002 (year 2023), Features Intersected: OGDEN RIVER, Facility Carried by Structure: GRAMERCY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $20,000, Total Project Cost: $335,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 57029F, Location: 1700 MONROE BLVD., OGDEN (Lat: 41.235833, Lng: -111.954444), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 13,143 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 15,969 (year 2023), Design Load: HS 20, Features Intersected: OGDEN RIVER, Facility Carried by Structure: MONROE BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.1m (138.1ft), 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: 29.4m (96.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,032,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,703,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 57030F, Location: MOUTH OGDEN CYN. in OGDEN (Lat: 41.236472, Lng: -111.929083), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 2,430 (year 2022), Design Load: HS 20, Features Intersected: OGDEN RIVER, Facility Carried by Structure: VALLEY DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 23.5m (77.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $513,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C 286, Location: 18TH ST & WALL AVE OGDEN (Lat: 41.234028, Lng: -111.978442), Route carried "on" structure: State highway 204, Year Built: 1954, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 22,878 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 27,797 (year 2022), Design Load: HS 20, Features Intersected: OGDEN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.618, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $726,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,199,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C 613, Location: 0.5 MI.E.WILSON LANE INT. (Lat: 41.238250, Lng: -112.000247), Route carried "on" structure: State highway 104, Year Built: 1976, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 14,325 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 17,405 (year 2022), Design Load: HS 20, Features Intersected: WEBER RIVER & CO. ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.131, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 26.3m (86.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.10m (29.86ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2007, Critical Feature Inspection Date: October 2007, Bridge Improvement Cost: $1,545,000, Roadway Improvement Cost: $155,000, Total Project Cost: $2,550,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C 655, Location: 24TH ST & WALL AVE OGDEN (Lat: 41.222917, Lng: -111.989028), Route carried "on" structure: State highway 53, Year Built: 1970, Year Reconstructed: 1976, Status: Open, Structure Length: 94.24m (309.19ft), Average Daily Traffic: 16,055 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 19,507 (year 2022), Design Load: HS 20, Features Intersected: SR-204,WEBER RIVER,RR-YD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 28, Number Of Approach Spans: 11, Length of Maximum Span: 46.6m (152.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 94.20m (309.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $8,584,000, Roadway Improvement Cost: $858,000, Total Project Cost: $14,163,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: C 778, Location: 20TH.ST & WASH.BLVD.OGDEN (Lat: 41.233667, Lng: -111.969969), Route carried "on" structure: US 89, Year Built: 1992, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 26,960 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 32,756 (year 2022), Design Load: HS 20, Features Intersected: OGDEN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 568.066, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 35.6m (116.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,386,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C 802, Location: BETWEEN RIVERDALE & OGDEN (Lat: 41.180944, Lng: -111.992972), Route carried "on" structure: State highway 26, Year Built: 1999, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 48,540 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 58,976 (year 2022), Design Load: HS 20, Features Intersected: WEBER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.2m (92.5ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 58.9m (193.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 28.5m (93.5ft), Out-to-Out Width: 34.5m (113.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,582,000, Roadway Improvement Cost: $158,000, Total Project Cost: $2,610,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C 912, Location: 0.2 MI.SO.JCT.with SR-39 (Lat: 41.240694, Lng: -112.025194), Route carried "on" structure: State highway 126, Year Built: 2003, Status: Open, Structure Length: 6.50m (21.33ft), Average Daily Traffic: 6,805 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 8,268 (year 2022), Design Load: HS 20, Features Intersected: WEBER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.735, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 63.0m (206.7ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 32.4m (106.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C 913, Location: SOUTH of JCT. with SR-39 (Lat: 41.243917, Lng: -112.025056), Route carried "on" structure: State highway 126, Year Built: 2003, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 6,805 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 8,268 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.025, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 32.4m (106.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: E1456, Location: 0.4 NO.of 20th ST.INTCHG. (Lat: 41.233667, Lng: -112.011833), Route carried "on" structure: Interstate 15, Year Built: 1968, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 87,862 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 106,752 (year 2022), Design Load: HS 20, Features Intersected: LAYTON PUMP INTAKE CHAN. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 553.953, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $524,000 ( Estimate for 2001) Find on map >>
Structure Number: F 17, Location: HARRISON BLVD.NR.CYN. DR. (Lat: 41.236611, Lng: -111.946111), Route carried "on" structure: State highway 203, Year Built: 1967, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 24,535 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 29,810 (year 2022), Design Load: HS 20, Features Intersected: OGDEN RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.286, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $780,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,287,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1C 569, Location: Wilson Ln Intch (21st St) (Lat: 41.228500, Lng: -112.012111), Route carried "on" structure: Interstate 15, Year Built: 1968, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 42,023 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 51,058 (year 2022), Design Load: HS 20, Features Intersected: SR-104 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 553.375, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $493,000, Roadway Improvement Cost: $49,000, Total Project Cost: $813,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1F 85, Location: NORTH OF 31ST ST. INTCHG. (Lat: 41.210389, Lng: -111.997167), Route carried "on" structure: Interstate 15, Year Built: 1968, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 46,090 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 55,999 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 550.929, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,209,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1F 118, Location: 24TH ST. INTCHG. IN OGDEN (Lat: 41.219444, Lng: -112.004583), Route carried "on" structure: Interstate 15, Year Built: 1969, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 37,825 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 45,957 (year 2022), Design Load: HS 20, Features Intersected: SR-53 & UPRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.111, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $751,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,239,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1F 139, Location: 0.5 Mi. North 24th Street (Lat: 41.222167, Lng: -112.009500), Route carried "on" structure: Interstate 15, Year Built: 1968, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 37,825 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 45,957 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.628, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $475,000, Roadway Improvement Cost: $48,000, Total Project Cost: $785,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 2C 31, Location: 0.2 MI E.of 31st ST.INT. (Lat: 41.205778, Lng: -111.991194), Route carried "on" structure: State highway 79, Year Built: 1959, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 11,460 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 13,924 (year 2022), Design Load: HS 20, Features Intersected: WEBER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.105, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $50,000, Total Project Cost: $827,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 2C 314, Location: 0.5 MI.E.31st ST.INTCHG. (Lat: 41.206722, Lng: -111.985222), Route carried "on" structure: State highway 79, Year Built: 1960, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 11,460 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 13,924 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.636, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.40m (43.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,221,000, Roadway Improvement Cost: $122,000, Total Project Cost: $2,015,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 2C 615, Location: 1.2 MI.E.OF WILSON LN.INT (Lat: 41.241083, Lng: -111.992250), Route carried "on" structure: State highway 104, Year Built: 1976, Status: Open, Structure Length: 22.25m (73.00ft), Average Daily Traffic: 16,720 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 20,315 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.202, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.40m (73.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,950,000, Roadway Improvement Cost: $195,000, Total Project Cost: $3,218,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 2C 801, Location: BETWEEN RIVERDALE & OGDEN (Lat: 41.181778, Lng: -111.991358), Route carried "on" structure: State highway 26, Year Built: 2000, Status: Open, Structure Length: 16.72m (54.86ft), Average Daily Traffic: 24,270 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 29,488 (year 2022), Design Load: HS 20, Features Intersected: UPRR & OGDEN CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 75.3m (247.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.50m (57.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $2,001,000, Roadway Improvement Cost: $200,000, Total Project Cost: $3,302,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2C 905, Location: 0.7 MI.E. of 31St.INTCHG. (Lat: 41.207944, Lng: -111.981497), Route carried "on" structure: State highway 79, Year Built: 2003, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 8,805 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 10,698 (year 2022), Design Load: HS 20, Features Intersected: REEVES AVENUE Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 3.894, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.6m (110.2ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3C 569, Location: Wilson Ln Intch (21st St) (Lat: 41.245833, Lng: -112.012608), Route carried "on" structure: Interstate 15, Year Built: 1968, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 37,825 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 45,957 (year 2022), Design Load: HS 20, Features Intersected: SR-104 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 553.426, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $493,000, Roadway Improvement Cost: $49,000, Total Project Cost: $813,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3F 85, Location: NORTH OF 31ST ST. INTCHG. (Lat: 41.210833, Lng: -111.998083), Route carried "on" structure: Interstate 15, Year Built: 1968, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 46,090 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 55,999 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 550.827, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $58,000, Total Project Cost: $960,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3F 118, Location: 24TH ST. INTCHG. IN OGDEN (Lat: 41.219611, Lng: -112.005611), Route carried "on" structure: Interstate 15, Year Built: 1969, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 37,825 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 45,957 (year 2022), Design Load: HS 20, Features Intersected: SR-53 & UPRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.189, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $751,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,239,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3F 139, Location: 0.5 Mi. North 24th Street (Lat: 41.222167, Lng: -112.010167), Route carried "on" structure: Interstate 15, Year Built: 1968, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 37,825 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 45,957 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 552.675, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $475,000, Roadway Improvement Cost: $48,000, Total Project Cost: $785,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 4C 31, Location: .2 MI.EAST of 31st ST.INT (Lat: 41.205722, Lng: -111.990472), Route carried "on" structure: State highway 79, Year Built: 1959, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 11,460 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 13,924 (year 2022), Design Load: HS 20, Features Intersected: WEBER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.107, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $50,000, Total Project Cost: $827,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 4C 314, Location: .5 Mi.E.of31st.St.Intchg. (Lat: 41.207528, Lng: -111.983719), Route carried "on" structure: State highway 79, Year Built: 1960, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 22,920 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 27,848 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.638, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.40m (43.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,221,000, Roadway Improvement Cost: $122,000, Total Project Cost: $2,015,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 4C 614, Location: 1.2 MI.E.OF WILSON LN.INT (Lat: 41.231111, Lng: -111.988719), Route carried "on" structure: State highway 104, Year Built: 1976, Status: Open, Structure Length: 15.33m (50.30ft), Average Daily Traffic: 16,945 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 20,588 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.730, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.10m (52.82ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2007, Critical Feature Inspection Date: September 2007, Bridge Improvement Cost: $1,403,000, Roadway Improvement Cost: $140,000, Total Project Cost: $2,315,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 4C 801, Location: BETWEEN RIVERDALE & ODGEN (Lat: 41.183194, Lng: -111.989667), Route carried "on" structure: State highway 26, Year Built: 1999, Status: Open, Structure Length: 17.82m (58.46ft), Average Daily Traffic: 24,270 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 29,488 (year 2022), Design Load: HS 20, Features Intersected: UPRR & OGDEN CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.385, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 80.3m (263.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.50m (60.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $2,123,000, Roadway Improvement Cost: $212,000, Total Project Cost: $3,503,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4C 904, Location: W. OF WALL AVE.on 31st ST (Lat: 41.208056, Lng: -111.981389), Route carried "on" structure: State highway 79, Year Built: 2003, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 9,830 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 11,943 (year 2022), Design Load: HS 20, Features Intersected: 31st STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.894, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.6m (146.3ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C 458, Location: 31ST STREET INT. OGDEN (Lat: 41.202472, Lng: -111.994472), Route carried "under" structure: Interstate 15, Year Built: 1967, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 92,180 (year 2002), Truck Traffic: 26%, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: UPRR HILL AFB BR. Minimum Vertical Clearance: 6.55m (21.49ft), Kilometerpoint: 550.043, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: C 485, Location: 31st ST.INT.SB.ON-RAMP (Lat: 41.202056, Lng: -111.995333), Route carried "under" structure: Ramp Interstate 15, Year Built: 1967, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,290 (year 2002), Truck Traffic: 26%, Features Intersected: I-15 (SR-15) SBL, Facility Carried by Structure: UPRR HILL AFB BR. Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 549.722, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 12.8m (42.0ft) Find on map >>
Structure Number: C 486, Location: 31st ST.INT.NB.OFF-RAMP (Lat: 41.203583, Lng: -111.992053), Route carried "under" structure: Ramp Interstate 15, Year Built: 1966, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 10,000 (year 2002), Truck Traffic: 26%, Features Intersected: I-15 (SR-15) NBL, Facility Carried by Structure: UPRR HILL AFB. BR. Minimum Vertical Clearance: 0.57m (1.87ft), Kilometerpoint: 550.365, 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 >>
Structure Number: C 613, Location: 0.5 MI.E.WILSON LANE INT. (Lat: 41.238250, Lng: -112.000247), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 250 (year 2002), Truck Traffic: 10%, Features Intersected: WEBER RIVER & CO. ROAD, Facility Carried by Structure: SR-104, 20TH ST Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft) Find on map >>
Structure Number: C 655, Location: 24TH ST & WALL AVE OGDEN (Lat: 41.222917, Lng: -111.989028), Route carried "under" structure: State highway 204, Year Built: 1970, Structure Length: 94.24m (309.19ft), Average Daily Traffic: 27,700 (year 2002), Truck Traffic: 2%, Features Intersected: SR-204,WEBER RIVER,RR-YD, Facility Carried by Structure: SR-53 24TH ST VIA. Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 3.347, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft) Find on map >>
Structure Number: 1C 569, Location: Wilson Ln Intch (21st St) (Lat: 41.228500, Lng: -112.012111), Route carried "under" structure: State highway 104, Year Built: 1968, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 6,665 (year 2002), Truck Traffic: 11%, Features Intersected: SR-104, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.111, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 1F 118, Location: 24TH ST. INTCHG. IN OGDEN (Lat: 41.219444, Lng: -112.004583), Route carried "under" structure: State highway 53, Year Built: 1969, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 11,200 (year 2002), Truck Traffic: 6%, Features Intersected: SR-53 & UPRR, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 7.54m (24.74ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 2C 801, Location: BETWEEN RIVERDALE & OGDEN (Lat: 41.181778, Lng: -111.991358), Route carried "under" structure: City street , Year Built: 2000, Structure Length: 16.72m (54.86ft), Average Daily Traffic: 220 (year 2002), Truck Traffic: 5%, Features Intersected: UPRR & OGDEN CITY STREET, Facility Carried by Structure: SR-26,RIVERDALE RD Minimum Vertical Clearance: 7.18m (23.56ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 75.3m (247.0ft) Find on map >>
Structure Number: 2C 905, Location: 0.7 MI.E. of 31St.INTCHG. (Lat: 41.207944, Lng: -111.981497), Route carried "under" structure: City street , Year Built: 2003, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 525 (year 2002), Truck Traffic: 10%, Features Intersected: REEVES AVENUE, Facility Carried by Structure: SR-79,EASTBOUND Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.6m (110.2ft) Find on map >>
Structure Number: 3C 569, Location: Wilson Ln Intch (21st St) (Lat: 41.245833, Lng: -112.012608), Route carried "under" structure: State highway 104, Year Built: 1968, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 14,693 (year 2002), Truck Traffic: 11%, Features Intersected: SR-104, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 1.078, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 3F 118, Location: 24TH ST. INTCHG. IN OGDEN (Lat: 41.219611, Lng: -112.005611), Route carried "under" structure: State highway 53, Year Built: 1969, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 11,200 (year 2002), Truck Traffic: 6%, Features Intersected: SR-53 & UPRR, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 7.54m (24.74ft), Kilometerpoint: 0.008, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 4C 801, Location: BETWEEN RIVERDALE & ODGEN (Lat: 41.183194, Lng: -111.989667), Route carried "under" structure: City street , Year Built: 1999, Structure Length: 17.82m (58.46ft), Average Daily Traffic: 220 (year 2002), Truck Traffic: 5%, Features Intersected: UPRR & OGDEN CITY STREET, Facility Carried by Structure: SR-26,RIVERDALE RD Minimum Vertical Clearance: 7.18m (23.56ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 80.3m (263.5ft) Find on map >>
Structure Number: 4C 904, Location: W. OF WALL AVE.on 31st ST (Lat: 41.208056, Lng: -111.981389), Route carried "under" structure: City street , Year Built: 2003, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 100 (year 2002), Truck Traffic: 1%, Features Intersected: 31st STREET, Facility Carried by Structure: SR-79 WB Minimum Vertical Clearance: 6.46m (21.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.6m (146.3ft) Discuss this city on our hugely popular Utah forum Back to: Ogden, UT, Utah, All US cities.
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