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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: 57
Total length: 531 meters (1,742ft) Total average daily traffic: 1,274,168 Total average daily truck traffic: 164,127 National Bridge Inventory (NBI) Registered Bridges for Ogden
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >> Show street view
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: 8,763 (year 2010), Truck Traffic: 20%, Average Future Daily Traffic: 10,647 (year 2030), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD, Facility Carried by Structure: PENNSYLVANIA AVE. Minimum Vertical Clearance: 30.18m (99.02ft), 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: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, 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: 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: 6,300 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 7,655 (year 2030), Design Load: H 20, Features Intersected: WEBER RIVER, Facility Carried by Structure: PARKER DRIVE-OGDEN Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 10, Underwater Inspection Date: July 2009, 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 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: 4,477 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 5,439 (year 2030), Features Intersected: OGDEN RIVER, Facility Carried by Structure: GRANT AVENUE Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, 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 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: 4,990 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 6,062 (year 2030), Features Intersected: OGDEN RIVER, Facility Carried by Structure: LINCOLN AVENUE Minimum Vertical Clearance: 30.18m (99.02ft), 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: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, 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: 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: 504 (year 2010), Truck Traffic: 50%, Average Future Daily Traffic: 612 (year 2029), Design Load: HS 20, Features Intersected: WEBER RIVER, Facility Carried by Structure: 2350 SOUTH STREET Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: 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: Fair, 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: 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 10, 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 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: 1,040 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 1,263 (year 2030), Features Intersected: OGDEN RIVER, Facility Carried by Structure: GRAMERCY AVENUE Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 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: Fair, 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), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, 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: 41.235833, Lng: -111.954444), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 15,560 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 20,121 (year 2030), Design Load: HS 20, Features Intersected: OGDEN RIVER, Facility Carried by Structure: MONROE BOULEVARD Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 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: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, 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: 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: 2,520 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 3,062 (year 2030), Design Load: HS 20, Features Intersected: OGDEN RIVER, Facility Carried by Structure: VALLEY DRIVE Minimum Vertical Clearance: 30.18m (99.02ft), 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: 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 10, 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: 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 2010), Truck Traffic: 2%, Average Future Daily Traffic: 27,797 (year 2030), Design Load: HS 20, Features Intersected: OGDEN RIVER Minimum Vertical Clearance: 30.18m (99.02ft), 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: Satisfactory, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: C 613, Location: 0.5 MI.E.WILSON LANE INT. (Lat: 41.229717, Lng: -111.999897), Route carried "on" structure: State highway 104, Year Built: 1976, Status: Open, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 19,860 (year 2010), Truck Traffic: 30%, Average Future Daily Traffic: 24,825 (year 2030), Design Load: HS 20, Features Intersected: WEBER RIVER & CO. ROAD Minimum Vertical Clearance: 30.18m (99.02ft), 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: 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, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 11, Critical Feature Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
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: 18,410 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 26,494 (year 2030), Design Load: HS 20, Features Intersected: SR-204,WEBER RIVER,RR-YD Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 1.585, 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: Satisfactory, 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 11, Underwater Inspection Date: November 2007, 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 & 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: 31,495 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 38,266 (year 2030), Design Load: HS 20, Features Intersected: OGDEN RIVER Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 667.374, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, 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: 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: 31,355 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 75,387 (year 2030), Design Load: HS 20, Features Intersected: WEBER RIVER Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 3.158, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, 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 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: 17,000 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 21,250 (year 2030), Design Load: HS 20, Features Intersected: WEBER RIVER Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 22.796, 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: 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: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 17,000 (year 2010), Truck Traffic: 16%, Average Future Daily Traffic: 21,250 (year 2030), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 23.110, 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: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: C 945, Location: 31st St. Intchg. in Ogden (Lat: 41.205278, Lng: -111.994444), Route carried "on" structure: State highway 79, Year Built: 2008, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 14,215 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 18,145 (year 2030), Design Load: HS 25, Features Intersected: I-15 (SR-15) Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 2.800, Lanes on structure: 8, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 37.4m (122.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: C 971, Location: SR-79,West of SR-126 (Lat: 41.197808, Lng: -112.029008), Route carried "on" structure: State highway 79, Year Built: 2010, Status: Open, Structure Length: 9.43m (30.94ft), Average Daily Traffic: 14,215 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 18,175 (year 2030), Design Load: HS 20, Features Intersected: UPRR,UTA & ST'S Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 1.287, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 89.3m (293.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 27.9m (91.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, 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: June 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: E1456, Location: 0.4 NO.of 20th ST.INTCHG. (Lat: 41.233611, Lng: -112.013056), Route carried "on" structure: Interstate 15, Year Built: 1968, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 68,510 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 191,692 (year 2030), Design Load: HS 20, Features Intersected: LAYTON PUMP INTAKE CHAN. Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 553.953, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 54.9m (180.1ft), Out-to-Out Width: 57.6m (189.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 11, Underwater Inspection Date: October 2007 Find on map >> Show street view
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 2010), Truck Traffic: 2%, Average Future Daily Traffic: 29,810 (year 2030), Design Load: HS 20, Features Intersected: OGDEN RIVER Minimum Vertical Clearance: 30.18m (99.02ft), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: F 742, Location: Adj. to. 31st St. Intchg. (Lat: 41.205778, Lng: -111.991194), Route carried "on" structure: State highway 79, Year Built: 2008, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 22,605 (year 2010), Truck Traffic: 25%, Average Future Daily Traffic: 28,260 (year 2030), Design Load: HS 20, Features Intersected: WEBER RIVER Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 4.270, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 41.1m (134.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, 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: 41.222167, Lng: -112.009667), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 34,255 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 95,846 (year 2030), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 552.628, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1F 738, Location: 24th St. Intchg. in Ogden (Lat: 41.219444, Lng: -112.004583), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 42,905 (year 2010), Truck Traffic: 14%, Average Future Daily Traffic: 95,846 (year 2030), Design Load: HS 20, Features Intersected: SR-53 & UPRR Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 552.111, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.3m (112.5ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, 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: 41.210472, Lng: -111.997331), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 42,905 (year 2010), Truck Traffic: 14%, Average Future Daily Traffic: 95,846 (year 2030), Design Load: HS 20, Features Intersected: UPRR & UTA TRACKS Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 550.928, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.1m (144.7ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.1m (88.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1F 743, Location: At the Wilson Lane Intchg (Lat: 41.228617, Lng: -112.012222), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 35,788 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 75,475 (year 2030), Design Load: HS 20, Features Intersected: SR-104,WILSON LANE Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 553.375, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1F 745, Location: So. of 12th St. Intchg. (Lat: 41.242806, Lng: -112.015639), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 3.98m (13.06ft), Average Daily Traffic: 32,572 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 66,853 (year 2030), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 554.921, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.9m (124.3ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1F 746, Location: 12th St. Intchg. in Ogden (Lat: 41.244444, Lng: -112.015664), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 4.59m (15.06ft), Average Daily Traffic: 32,572 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 66,853 (year 2030), Design Load: HS 20, Features Intersected: SR-39, 12th ST. in OGDEN Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 555.171, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.1m (144.7ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1F 75, Location: South of 12th St. Intchg. (Lat: 41.242519, Lng: -112.014992), Route carried "on" structure: Interstate 15, Year Built: 2009, Status: Open, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 10,314 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 12,532 (year 2030), Design Load: H 20, Features Intersected: UPRR TRACKS Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 554.740, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 2C 314, Location: 0.5 MI.E.31st ST.INTCHG. (Lat: 41.206722, Lng: -111.985222), Route carried "on" structure: State highway 79, Year Built: 1960, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 11,303 (year 2010), Truck Traffic: 25%, Average Future Daily Traffic: 14,130 (year 2030), Design Load: HS 20, Features Intersected: UPRR RAIL YARDS Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 4.775, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, 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: 41.231131, Lng: -111.987003), Route carried "on" structure: State highway 104, Year Built: 1976, Status: Open, Structure Length: 22.25m (73.00ft), Average Daily Traffic: 18,987 (year 2010), Truck Traffic: 11%, Average Future Daily Traffic: 23,280 (year 2030), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 3.116, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, 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 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: 31,355 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 75,387 (year 2030), Design Load: HS 20, Features Intersected: UPRR & OGDEN CITY STREET Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 3.318, 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: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, 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 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: 11,303 (year 2010), Truck Traffic: 25%, Average Future Daily Traffic: 14,130 (year 2030), Design Load: HS 20, Features Intersected: REEVES AVENUE Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 5.055, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.6m (110.2ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, 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: 41.222111, Lng: -112.010003), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 34,255 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 95,846 (year 2030), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 552.675, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 3F 738, Location: At the 24th St. Intchg. (Lat: 41.219542, Lng: -112.005386), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 42,905 (year 2010), Truck Traffic: 14%, Average Future Daily Traffic: 95,846 (year 2030), Design Load: HS 20, Features Intersected: SR-53 & UPRR SPUR Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 552.188, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.3m (112.5ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 3F 739, Location: 0.5Mi.No. of 31st St.Intr (Lat: 41.210647, Lng: -111.997917), Route carried "on" structure: Interstate 15, Year Built: 2009, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 42,904 (year 2010), Truck Traffic: 14%, Average Future Daily Traffic: 95,846 (year 2030), Design Load: HS 20, Features Intersected: UPRR & UTA Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 550.988, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.1m (144.7ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.1m (88.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 3F 743, Location: At the Wilson Ln. Intchg. (Lat: 41.228608, Lng: -112.012533), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 35,788 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 75,475 (year 2030), Design Load: HS 20, Features Intersected: SR-104, WILSON LANE Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 553.375, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 3F 744, Location: No.of Wilson Lane Intchg. (Lat: 41.237244, Lng: -112.014492), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 32,572 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 66,853 (year 2030), Design Load: HS 20, Features Intersected: WEBER RIVER Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 554.379, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 3F 745, Location: So.of 12th Street Intchg. (Lat: 41.242806, Lng: -112.015639), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 3.98m (13.06ft), Average Daily Traffic: 32,572 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 66,853 (year 2030), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 554.989, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.9m (124.3ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 3F 746, Location: 12th St. Intchg. in Ogden (Lat: 41.244694, Lng: -112.016167), Route carried "on" structure: Interstate 15, Year Built: 2008, Status: Open, Structure Length: 4.59m (15.06ft), Average Daily Traffic: 32,572 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 66,853 (year 2030), Design Load: HS 20, Features Intersected: SR-39, 12th St.in OGDEN Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 555.224, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.1m (144.7ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 3F 751, Location: Just So.of 12th St. Int. (Lat: 41.242778, Lng: -112.015583), Route carried "on" structure: Ramp Interstate 15, Year Built: 2008, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 10,364 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 12,592 (year 2030), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 554.744, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.4m (132.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
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: 11,655 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 15,617 (year 2030), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30.18m (99.02ft), 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: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, 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: 41.231717, Lng: -111.987222), Route carried "on" structure: State highway 104, Year Built: 1976, Status: Open, Structure Length: 15.33m (50.30ft), Average Daily Traffic: 17,995 (year 2010), Truck Traffic: 11%, Average Future Daily Traffic: 18,987 (year 2030), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30.18m (99.02ft), 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, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 11, Critical Feature Inspection Date: September 2007, 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 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: 31,355 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 75,387 (year 2030), Design Load: HS 20, Features Intersected: UPRR & OGDEN CITY STREET Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 3.502, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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