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Bridge Statistics for Cedar City, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Cedar City, UT, Utah, Utah forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 39 Total length: 176 meters (577ft) Total costs: $18,327,000 Total average daily traffic: 322,458 Total average daily truck traffic: 71,189 National Bridge Inventory (NBI) Registered Bridges for Cedar City
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 21001F, Location: WEST SIDE of CEDAR CITY (Lat: 37.694556, Lng: -113.073944), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 2,300 (year 2008), Truck Traffic: 30%, Average Future Daily Traffic: 2,773 (year 2028), Design Load: HS 20, Features Intersected: COAL CREEK, Facility Carried by Structure: CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft) 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $26,000, Total Project Cost: $423,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21002F, Location: 1 MILE NW. of CEDAR CITY (Lat: 37.699389, Lng: -113.078719), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 2,000 (year 2004), Truck Traffic: 80%, Average Future Daily Traffic: 2,430 (year 2024), Design Load: HS 20, Features Intersected: COAL CREEK, Facility Carried by Structure: CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Poor, Superstructure: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $26,000, Total Project Cost: $435,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21017C, Location: 200 E.200 NO.-CEDAR CITY (Lat: 37.681583, Lng: -113.058303), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 815 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 990 (year 2022), Design Load: HS 20, Features Intersected: COAL CREEK, Facility Carried by Structure: 200 EAST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $587,000, Roadway Improvement Cost: $59,000, Total Project Cost: $969,000 ( 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 565, Location: IN CEDAR CITY (Lat: 37.677000, Lng: -113.080278), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 950 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 1,154 (year 2022), Design Load: HS 20, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: CENTER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.291, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $675,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,115,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C 821, Location: NORTH CEDAR INTERCHANGE (Lat: 37.726667, Lng: -113.046667), Route carried "on" structure: State highway 130, Year Built: 2002, Status: Open, Structure Length: 7.34m (24.08ft), Average Daily Traffic: 8,840 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 10,741 (year 2022), Design Load: HS 20, Features Intersected: I-15 (SR-15) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.873, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.0m (124.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.7m (87.6ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: D 546, Location: IN CEDAR CITY (Lat: 37.686389, Lng: -113.061775), Route carried "on" structure: State highway 130, Year Built: 1951, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 21,145 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 25,691 (year 2022), Design Load: HS 20, Features Intersected: COAL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.643, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 25.8m (84.6ft) 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $54,000, Total Project Cost: $897,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: D 761, Location: 1 MI. NO. CEDAR CITY INT. (Lat: 37.694972, Lng: -113.077556), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 2,430 (year 2022), Design Load: HS 20, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: Kitty Hawk 400 W. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.287, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $831,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: E1476, Location: 1 MI.NO.CEDAR CITY INTER. (Lat: 37.693500, Lng: -113.077444), Route carried "on" structure: Interstate 15, Year Built: 1968, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 21,423 (year 2002), Truck Traffic: 28%, Average Future Daily Traffic: 26,029 (year 2022), Design Load: HS 20, Features Intersected: COAL CREEK OVERFLOW CHAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.163, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 48.8m (160.1ft) 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, 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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 Find on map >>
Structure Number: E2481, Location: 1.5MI.W.of I-15,CEDAR CIT (Lat: 37.683333, Lng: -113.116667), Route carried "on" structure: State highway 56, Year Built: 2004, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 5,185 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 6,300 (year 2022), Design Load: HS 20, Features Intersected: COAL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.360, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 5.4m (17.7ft), Right: 0.0m, Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 44.9m (147.3ft) Condition: Channel: Good, Culverts: 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: March 2007 Find on map >>
Structure Number: F 255, Location: IN CEDAR CITY (Lat: 37.666694, Lng: -113.080028), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 1,215 (year 2022), Design Load: HS 20, Features Intersected: I-15 (SR-15), Facility Carried by Structure: 600 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.6m (41.3ft) 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $56,000, Total Project Cost: $924,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: F 542, Location: 450 EAST CENTER ST. CEDAR (Lat: 37.677333, Lng: -113.054136), Route carried "on" structure: State highway 14, Year Built: 1988, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 4,352 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 5,288 (year 2022), Design Load: HS 20, Features Intersected: COAL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.665, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.8m (81.4ft) 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: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $52,000, Total Project Cost: $854,000 ( Estimate for 2001), 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: 1D 762, Location: NORTH of CEDAR CITY (Lat: 37.721389, Lng: -113.059167), Route carried "on" structure: Interstate 15, Year Built: 1965, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 9,920 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 12,053 (year 2022), Design Load: HS 20, Features Intersected: NICHOLS CANYON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.626, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.2m (40.0ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $774,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1D 788, Location: 2.2 MI.NO.CEDAR CITY INT. (Lat: 37.711556, Lng: -113.067806), Route carried "on" structure: Interstate 15, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 10,712 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 13,015 (year 2022), Design Load: HS 20, Features Intersected: COUNTY ROAD-NO. FIELD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.305, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $31,000, Total Project Cost: $515,000 ( 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 117, Location: 0.7 MI.NO.CEDAR CITY INT. (Lat: 37.686056, Lng: -113.080056), Route carried "on" structure: Interstate 15, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 10,713 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 13,016 (year 2022), Design Load: HS 20, Features Intersected: 560 NORTH STREET & UPRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.355, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 15.6m (51.2ft) 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $744,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,227,000 ( 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 119, Location: CEDAR CITY INTERCHANGE (Lat: 37.680639, Lng: -113.079528), Route carried "on" structure: Interstate 15, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 10,712 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 13,015 (year 2022), Design Load: HS 20, Features Intersected: SR-56,200 NORTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.689, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft) 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $722,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,191,000 ( 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 12, Location: 1.1 MI.NO.CEDAR CITY INT. (Lat: 37.697583, Lng: -113.076472), Route carried "on" structure: Interstate 15, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 10,712 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 13,015 (year 2022), Design Load: HS 20, Features Intersected: COAL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.519, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $45,000, Total Project Cost: $738,000 ( 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 181, Location: SOUTH CEDAR CITY INTCHG. (Lat: 37.654250, Lng: -113.082192), Route carried "on" structure: Interstate 15, Year Built: 1967, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 10,270 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 12,478 (year 2022), Design Load: HS 20, Features Intersected: CITY ST. & INT. X-ROAD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.757, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.2m (40.0ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $32,000, Total Project Cost: $534,000 ( 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: 3C 502, Location: SO CEDAR CITY INTERCHANGE (Lat: 37.674139, Lng: -113.083500), Route carried "on" structure: Ramp State highway 130, Year Built: 1967, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 4,278 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 5,198 (year 2022), Design Load: HS 20, Features Intersected: I-15 (SR-15) NBL & SBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft) 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: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.20m (30.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $841,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,388,000 ( 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: 3D 762, Location: NORTH of CEDAR CITY (Lat: 37.721972, Lng: -113.059083), Route carried "on" structure: Interstate 15, Year Built: 1965, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 10,712 (year 2002), Truck Traffic: 30%, Average Future Daily Traffic: 13,015 (year 2022), Design Load: HS 20, Features Intersected: NICHOLS CANYON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 99.644, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $774,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3D 788, Location: 2.2 MI NO CEDAR CITY INT. (Lat: 37.694972, Lng: -113.063139), Route carried "on" structure: Interstate 15, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 10,713 (year 2002), Truck Traffic: 30%, Average Future Daily Traffic: 13,016 (year 2022), Design Load: HS 20, Features Intersected: CITY ROAD TO NO. FIELDS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.305, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Very 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $31,000, Total Project Cost: $515,000 ( 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 117, Location: 0.7 MI.NO.CEDAR CITY INT. (Lat: 37.687000, Lng: -113.079250), Route carried "on" structure: Interstate 15, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 10,712 (year 2002), Truck Traffic: 30%, Average Future Daily Traffic: 13,015 (year 2022), Design Load: HS 20, Features Intersected: 560 NORTH STREET & UPRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.350, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.3m (40.4ft) 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $59,000, Total Project Cost: $975,000 ( 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 119, Location: CEDAR CITY INTERCHANGE (Lat: 37.681111, Lng: -113.079969), Route carried "on" structure: Interstate 15, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 10,490 (year 2002), Truck Traffic: 30%, Average Future Daily Traffic: 12,745 (year 2022), Design Load: HS 20, Features Intersected: SR-56,200 NORTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.689, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft) 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $722,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,191,000 ( 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 12, Location: 1.1 MI.NO.CEDAR CITY INT. (Lat: 37.697583, Lng: -113.076472), Route carried "on" structure: Interstate 15, Year Built: 1968, Year Reconstructed: 1993, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 10,712 (year 2002), Truck Traffic: 30%, Average Future Daily Traffic: 13,015 (year 2022), Design Load: HS 20, Features Intersected: COAL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.541, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $45,000, Total Project Cost: $738,000 ( 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 181, Location: SO.CEDAR CITY INTCHG. (Lat: 37.677556, Lng: -113.053694), Route carried "on" structure: Interstate 15, Year Built: 1967, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 10,270 (year 2002), Truck Traffic: 30%, Average Future Daily Traffic: 12,478 (year 2022), Design Load: HS 20, Features Intersected: CITY ST. , INT. X-ROAD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.757, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.2m (40.0ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $32,000, Total Project Cost: $534,000 ( 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: C 565, Location: IN CEDAR CITY (Lat: 37.677000, Lng: -113.080278), Route carried "under" structure: Interstate 15, Year Built: 1968, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 20,540 (year 2002), Truck Traffic: 28%, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: CENTER STREET Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 94.291, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft) Find on map >>
Structure Number: C 821, Location: NORTH CEDAR INTERCHANGE (Lat: 37.726667, Lng: -113.046667), Route carried "under" structure: Interstate 15, Year Built: 2002, Structure Length: 7.34m (24.08ft), Average Daily Traffic: 21,453 (year 2002), Truck Traffic: 19%, Features Intersected: I-15 (SR-15), Facility Carried by Structure: SR-130, INT.X-ROAD Minimum Vertical Clearance: 0.60m (1.97ft), Kilometerpoint: 100.579, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.0m (124.7ft) Find on map >>
Structure Number: D 761, Location: 1 MI. NO. CEDAR CITY INT. (Lat: 37.694972, Lng: -113.077556), Route carried "under" structure: Interstate 15, Year Built: 1968, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 21,423 (year 2002), Truck Traffic: 28%, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: Kitty Hawk 400 W. Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 96.411, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: F 255, Location: IN CEDAR CITY (Lat: 37.666694, Lng: -113.080028), Route carried "under" structure: Interstate 15, Year Built: 1968, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 20,540 (year 2002), Truck Traffic: 28%, Features Intersected: I-15 (SR-15), Facility Carried by Structure: 600 SOUTH STREET Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 93.139, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 1D 762, Location: NORTH of CEDAR CITY (Lat: 37.721389, Lng: -113.059167), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 2%, Features Intersected: NICHOLS CANYON ROAD, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 1D 788, Location: 2.2 MI.NO.CEDAR CITY INT. (Lat: 37.711556, Lng: -113.067806), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 500 (year 2002), Truck Traffic: 5%, Features Intersected: COUNTY ROAD-NO. FIELD, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 10.4m (34.1ft) Find on map >>
Structure Number: 1F 117, Location: 0.7 MI.NO.CEDAR CITY INT. (Lat: 37.686056, Lng: -113.080056), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 150 (year 2002), Truck Traffic: 10%, Features Intersected: 560 NORTH STREET & UPRR, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 7.21m (23.65ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 1F 119, Location: CEDAR CITY INTERCHANGE (Lat: 37.680639, Lng: -113.079528), Route carried "under" structure: State highway 56, Year Built: 1968, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 7,727 (year 2002), Truck Traffic: 3%, Features Intersected: SR-56,200 NORTH STREET, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 97.151, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 1F 181, Location: SOUTH CEDAR CITY INTCHG. (Lat: 37.654250, Lng: -113.082192), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 4,000 (year 2002), Truck Traffic: 10%, Features Intersected: CITY ST. & INT. X-ROAD., Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 3C 502, Location: SO CEDAR CITY INTERCHANGE (Lat: 37.674139, Lng: -113.083500), Route carried "under" structure: Interstate 15, Year Built: 1967, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 10,214 (year 2002), Truck Traffic: 26%, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: SR-130 SBL ONLY Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 9.139, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 3D 762, Location: NORTH of CEDAR CITY (Lat: 37.721972, Lng: -113.059083), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 2%, Features Intersected: NICHOLS CANYON ROAD, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 3D 788, Location: 2.2 MI NO CEDAR CITY INT. (Lat: 37.694972, Lng: -113.063139), Route carried "under" structure: County highway , Year Built: 1968, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 100 (year 2002), Truck Traffic: 5%, Features Intersected: CITY ROAD TO NO. FIELDS, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 10.4m (34.1ft) Find on map >>
Structure Number: 3F 117, Location: 0.7 MI.NO.CEDAR CITY INT. (Lat: 37.687000, Lng: -113.079250), Route carried "under" structure: City street , Year Built: 1968, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 150 (year 2002), Truck Traffic: 10%, Features Intersected: 560 NORTH STREET & UPRR, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 7.21m (23.65ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 3F 119, Location: CEDAR CITY INTERCHANGE (Lat: 37.681111, Lng: -113.079969), Route carried "under" structure: State highway 56, Year Built: 1968, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 7,725 (year 2002), Truck Traffic: 3%, Features Intersected: SR-56,200 NORTH STREET, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 97.185, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 3F 181, Location: SO.CEDAR CITY INTCHG. (Lat: 37.677556, Lng: -113.053694), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 4,000 (year 2002), Truck Traffic: 10%, Features Intersected: CITY ST. , INT. X-ROAD., Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Discuss this city on our hugely popular Utah forum Back to: Cedar City, UT, Utah, All US cities.
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