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Bridge Statistics for Draper, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Draper, UT, Utah, Utah forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 46 Total length: 109 meters (358ft) Total costs: $14,411,000 Total average daily traffic: 843,063 Total average daily truck traffic: 74,801 National Bridge Inventory (NBI) Registered Bridges for Draper
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 35004E, Location: IKEA WAY OVER SL CANAL (Lat: 40.509944, Lng: -111.896669), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 650 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 790 (year 2026), Design Load: HS 20, Features Intersected: SALT LAKE CANAL, Facility Carried by Structure: COUNTY RD IKEA WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 36.9m (121.1ft) Condition: Channel: Very 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: November 2007 Find on map >>
Structure Number: 35015E, Location: 12050 So. Highland Dr. (Lat: 40.530833, Lng: -111.832778), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 700 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 850 (year 2026), Design Load: HS 20, Features Intersected: TUSCANY CREEK, Facility Carried by Structure: HIGHLAND DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Channel: Very good, Culverts: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007 Find on map >>
Structure Number: 35044F, Location: 200 WEST 13800 SO.,DRAPER (Lat: 40.500722, Lng: -111.896944), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 1,215 (year 2022), Design Load: HS 20, Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: 13800 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.3m (46.9ft) 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $22,000, Total Project Cost: $366,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35046E, Location: 500 EAST 11800 SO.,DRAPER (Lat: 40.537056, Lng: -111.876722), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 2,430 (year 2022), Design Load: HS 20, Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: 11800 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Channel: Good, Culverts: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $474,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35049D, Location: 100 WEST 11400 SO.,DRAPER (Lat: 40.541500, Lng: -111.897500), Route carried "on" structure: City street , Year Built: 1935, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 8,320 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 10,109 (year 2022), Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: 11400 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $174,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35056F, Location: 450 WEST 12950 SO.,DRAPER (Lat: 40.516083, Lng: -111.895833), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 800 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 972 (year 2022), Design Load: HS 20, Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: 12950 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Fair, Superstructure: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $17,000, Total Project Cost: $276,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35057F, Location: 150 EAST 11400 SO.,DRAPER (Lat: 40.544222, Lng: -111.888694), Route carried "on" structure: City street , Year Built: 1987, Year Reconstructed: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,320 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 10,109 (year 2022), Design Load: HS 20, Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: 11400 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 31.4m (103.0ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $434,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35076E, Location: 650 EAST 11900 SO.,DRAPER (Lat: 40.534306, Lng: -111.873303), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 500 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 608 (year 2022), Design Load: HS 20, Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: 11900 SOUTH STREET Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable 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: November 2007, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $174,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35077D, Location: 600 EAST 12000 SO.,DRAPER (Lat: 40.532472, Lng: -111.872139), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,215 (year 2022), Design Load: HS 20, Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: 12000 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: November 2007, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $284,000 ( 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: 35078E, Location: 710 EAST 12200 SO.,DRAPER (Lat: 40.528667, Lng: -111.871167), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,600 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,944 (year 2022), Design Load: HS 20, Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: 12200 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Channel: Good, Culverts: 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 desirable 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: November 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $330,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35079D, Location: 750 EAST 12300 SO.,DRAPER (Lat: 40.526861, Lng: -111.870861), Route carried "on" structure: City street , Year Built: 1941, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 17,335 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 21,062 (year 2022), Design Load: H 15, Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: 12300 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.8m (58.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $21,000, Total Project Cost: $351,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35080E, Location: 750 EAST 12500 SO.,DRAPER (Lat: 40.523139, Lng: -111.870278), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 600 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 729 (year 2022), Design Load: HS 20, Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: 12500 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $200,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35081D, Location: 750 EAST 13580 SO.,DRAPER (Lat: 40.504528, Lng: -111.871167), Route carried "on" structure: City street , Year Built: 1945, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 600 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 729 (year 2022), Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: 13580 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $14,000, Total Project Cost: $230,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35114E, Location: 13300 SO.130 EAST, DRAPER (Lat: 40.506917, Lng: -111.885108), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,215 (year 2022), Design Load: HS 20, Features Intersected: CORNER CANYON CREEK, Facility Carried by Structure: 130 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: 11.2m (36.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $168,000 ( Estimate for 2000) Find on map >>
Structure Number: 35124D, Location: 500 EAST 13800 SO.,DRAPER (Lat: 40.500667, Lng: -111.878000), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,550 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 1,883 (year 2022), Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: 13800 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) 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: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $204,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35147F, Location: 100 WEST 12650 SO.,DRAPER (Lat: 40.521306, Lng: -111.894028), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,250 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 1,519 (year 2022), Design Load: HS 20, Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: 12650 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $375,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 35155F, Location: 100 WEST 12200 SO.,DRAPER (Lat: 40.529222, Lng: -111.894750), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,200 (year 2003), Truck Traffic: 15%, Average Future Daily Traffic: 1,458 (year 2023), Design Load: HS 20, Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: 12200 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.7m (44.9ft) 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $330,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35156D, Location: 12000 SO. LONE PEAK PRK. (Lat: 40.530861, Lng: -111.895889), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 1,215 (year 2023), Design Load: HS 20, Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: LONE PEAK PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 21.6m (70.9ft) 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $19,000, Total Project Cost: $309,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35164D, Location: 11700 SO.300 E.,DRAPER (Lat: 40.538528, Lng: -111.881722), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 1,215 (year 2023), Design Load: HS 20, Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: 300 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: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.1m (56.1ft) 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 desirable 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: November 2007, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $278,000 ( 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: 35165D, Location: 13050 SO. 900 E.,DRAPER (Lat: 40.513028, Lng: -111.867861), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 1,215 (year 2023), Design Load: HS 20, Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: GOLDEN PHEASANT DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $15,000, Total Project Cost: $242,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35170V, Location: APP.600 E.14400 S.,DRAPER (Lat: 40.489667, Lng: -111.873694), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 2,500 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 3,038 (year 2022), Design Load: HS 20, Features Intersected: EQUESTRIAN & PED. PATH, Facility Carried by Structure: N.VESTRY RD.RND-AB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Culverts: 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 corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Total Project Cost: $198,000 ( Estimate for 2000), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35171V, Location: APP.600 E.14400 S.,DRAPER (Lat: 40.489694, Lng: -111.874028), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 2,500 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 3,038 (year 2023), Design Load: HS 20, Features Intersected: EQUESTRIAN & PED. PATH, Facility Carried by Structure: S.VESTER RD.RND-AB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Culverts: 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 corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Total Project Cost: $198,000 ( Estimate for 2000), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35172V, Location: APP.1 MI. E. OF RR BRIDGE (Lat: 40.505139, Lng: -111.846139), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 500 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 608 (year 2022), Design Load: HS 20, Features Intersected: CORNER CANYON CREEK, Facility Carried by Structure: HIGHLAND DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 28.4m (93.2ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 28.4m (93.2ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Channel: Good, Culverts: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $40,000, Total Project Cost: $654,000 ( Estimate for 2000), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35173D, Location: 100 W.12280 SO., DRAPER (Lat: 40.527667, Lng: -111.893528), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 400 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 486 (year 2023), Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: 12280 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $10,000, Total Project Cost: $159,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35174D, Location: 850 EAST 13500 SO.,DRAPER (Lat: 40.506417, Lng: -111.870278), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 500 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 608 (year 2023), Design Load: HS 20, Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: OLD ENGLISH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.6m (67.6ft) 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 desirable 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: November 2007, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $327,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35180E, Location: 11550 SOUTH 300 WEST (Lat: 40.906639, Lng: -112.506944), Route carried "on" structure: Business City street , Year Built: 2004, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 1,025 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 1,245 (year 2022), Design Load: HS 20, Features Intersected: SALT LAKE-JORDAN CANAL, Facility Carried by Structure: LONE PEAK PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 15.0m (49.2ft) 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007 Find on map >>
Structure Number: 35189E, Location: 12780 South 900 East (Lat: 40.518861, Lng: -111.866667), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 430 (year 2026), Design Load: H 20, Features Intersected: Canal, Facility Carried by Structure: WILLOW SPRINGS LN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 0.0m, Curb-To-Curb Width: 8.7m (28.5ft) Condition: Channel: Good, Culverts: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007 Find on map >>
Structure Number: C 819, Location: 13600 SO.& I-15 IN DRAPER (Lat: 40.504167, Lng: -111.891417), Route carried "on" structure: State highway 154, Year Built: 1998, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 27,590 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 33,522 (year 2022), Design Load: HS 25, Features Intersected: I-15 (SR-15), NBL & SBL Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.752, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 39.8m (130.6ft), Out-to-Out Width: 40.7m (133.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 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, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,733,000, Roadway Improvement Cost: $173,000, Total Project Cost: $2,859,000 ( 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: D 41, Location: 12100 SO.700 E., DRAPER (Lat: 40.530694, Lng: -111.871111), Route carried "on" structure: State highway 71, Year Built: 1936, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10,135 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 12,314 (year 2022), Design Load: H 15, Features Intersected: EAST JORDAN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.259, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $18,000, Total Project Cost: $299,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E1767, Location: 2.4 MI.SO.DRAPER INTCHG. (Lat: 40.492250, Lng: -111.892028), Route carried "on" structure: Interstate 15, Year Built: 1971, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 121,964 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 148,186 (year 2022), Design Load: HS 20, Features Intersected: EAST JORDAN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 465.258, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $506,000 ( Estimate for 2001) Find on map >>
Structure Number: E2475, Location: 550 W.14600 SO. in DRAPER (Lat: 40.486111, Lng: -111.906583), Route carried "on" structure: State highway 140, Year Built: 2002, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 4,795 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 5,826 (year 2022), Design Load: HS 20, Features Intersected: EAST JORDAN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.8m (74.8ft) Condition: Channel: Very 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: Febuary 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: E2507, Location: On 12300 S.just W.of I-15 (Lat: 40.523650, Lng: -111.921819), Route carried "on" structure: State highway 71, Year Built: 2004, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 29,510 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 35,855 (year 2022), Design Load: HS 25, Features Intersected: JORDAN & SALT LAKE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.810, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 37.7m (123.7ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 37.7m (123.7ft), Out-to-Out Width: 44.7m (146.7ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007 Find on map >>
Structure Number: 1F 56, Location: 150 W.11400 SO.-DRAPER (Lat: 40.544194, Lng: -111.894472), Route carried "on" structure: Interstate 15, Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 61,108 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 74,246 (year 2022), Design Load: HS 20, Features Intersected: 11400 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 470.888, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 26.7m (87.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $525,000, Roadway Improvement Cost: $53,000, Total Project Cost: $867,000 ( 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 207, Location: BLUFFDALE RD.INTERCHANGE (Lat: 40.483611, Lng: -111.898889), Route carried "on" structure: Interstate 15, Year Built: 1971, Year Reconstructed: 2004, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 58,914 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 71,581 (year 2022), Design Load: HS 20, Features Intersected: SR-140,BLUFFDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 463.929, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.7m (81.0ft) 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: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,139,000 ( 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 694, Location: At the DRAPER X-ROADS.INT (Lat: 40.526667, Lng: -111.890833), Route carried "on" structure: Interstate 15, Year Built: 2004, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 61,108 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 74,246 (year 2022), Design Load: HS 25, Features Intersected: SR-71, INTCHG. X-ROAD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 468.895, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 58.1m (190.6ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 3F 56, Location: 150 W.11400 SO.-DRAPER (Lat: 40.544389, Lng: -111.895108), Route carried "on" structure: Interstate 15, Year Built: 1967, Year Reconstructed: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 61,107 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 74,245 (year 2022), Design Load: HS 20, Features Intersected: 11400 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 470.897, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 26.6m (87.3ft) 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $525,000, Roadway Improvement Cost: $53,000, Total Project Cost: $867,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3F 207, Location: BLUFFDALE RD. INTERCHANGE (Lat: 40.747333, Lng: -111.902444), Route carried "on" structure: Interstate 15, Year Built: 1971, Year Reconstructed: 2004, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 58,914 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 71,581 (year 2022), Design Load: HS 20, Features Intersected: SR-140, BLUFFDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 463.942, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.0m (88.6ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 28.5m (93.5ft) 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: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,139,000 ( 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 694, Location: At the DRAPER X-ROADS.INT (Lat: 40.526667, Lng: -111.891389), Route carried "on" structure: Interstate 15, Year Built: 2004, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 61,108 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 74,246 (year 2022), Design Load: HS 25, Features Intersected: SR-71, INTCHG. X-ROADS. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 468.895, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 58.1m (190.6ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C 819, Location: 13600 SO.& I-15 IN DRAPER (Lat: 40.504167, Lng: -111.891417), Route carried "under" structure: Interstate 15, Year Built: 1998, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 121,960 (year 2002), Truck Traffic: 11%, Features Intersected: I-15 (SR-15), NBL & SBL Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 466.439, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: F 696, Location: 500 WEST 12300 SOUTH (Lat: 40.526611, Lng: -111.904944), Route carried "under" structure: State highway 71, Year Built: 2004, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 29,510 (year 2002), Truck Traffic: 3%, Features Intersected: SR-71, 12300 SOUTH ST., Facility Carried by Structure: UNION PACIFIC RR. Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.686, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >>
Structure Number: 1F 56, Location: 150 W.11400 SO.-DRAPER (Lat: 40.544194, Lng: -111.894472), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 8,320 (year 2002), Truck Traffic: 5%, Features Intersected: 11400 SOUTH STREET, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.9m (39.0ft) Find on map >>
Structure Number: 1F 207, Location: BLUFFDALE RD.INTERCHANGE (Lat: 40.483611, Lng: -111.898889), Route carried "under" structure: State highway 140, Year Built: 1971, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 2,875 (year 2002), Truck Traffic: 11%, Features Intersected: SR-140,BLUFFDALE ROAD, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 4.023, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: 1F 694, Location: At the DRAPER X-ROADS.INT (Lat: 40.526667, Lng: -111.890833), Route carried "under" structure: State highway 71, Year Built: 2004, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 29,510 (year 2002), Truck Traffic: 2%, Features Intersected: SR-71, INTCHG. X-ROAD., Facility Carried by Structure: I-15 (SR-15) NB. Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 8.016, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 58.1m (190.6ft) Find on map >>
Structure Number: 3F 56, Location: 150 W.11400 SO.-DRAPER (Lat: 40.544389, Lng: -111.895108), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,000 (year 2002), Truck Traffic: 5%, Features Intersected: 11400 SOUTH STREET, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.9m (39.0ft) Find on map >>
Structure Number: 3F 207, Location: BLUFFDALE RD. INTERCHANGE (Lat: 40.747333, Lng: -111.902444), Route carried "under" structure: State highway 140, Year Built: 1971, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 2,875 (year 2002), Truck Traffic: 11%, Features Intersected: SR-140, BLUFFDALE ROAD, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.399, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 3F 694, Location: At the DRAPER X-ROADS.INT (Lat: 40.526667, Lng: -111.891389), Route carried "under" structure: State highway 71, Year Built: 2004, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 29,510 (year 2002), Truck Traffic: 2%, Features Intersected: SR-71, INTCHG. X-ROADS., Facility Carried by Structure: I-15 (SR-15) SB Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 7.992, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 58.1m (190.6ft) Discuss this city on our hugely popular Utah forum Back to: Draper, UT, Utah, All US cities.
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