Bridge Statistics for West Jordan, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 35021D,  Location: 2650 W.8660 SO.,W.JORDAN (Lat: 40.594056,  Lng: -111.957278),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,050 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,276 (year 2022),  Design Load: HS 20,  Features Intersected: UTAH AND SALT LAKE CANAL,  Facility Carried by Structure: 8660 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: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 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: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $161,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $266,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 35022D,  Location: 3100 W.7000 SO.-W.JORDAN (Lat: 40.623972,  Lng: -111.965500),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 16,320 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,829 (year 2022),  Features Intersected: UTAH & SALT LAKE CANAL,  Facility Carried by Structure: 7000 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: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 21.2m (69.6ft)

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: 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: $212,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $350,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 35048E,  Location: 2500 W.9000 SO.,W.JORDAN (Lat: 40.587611,  Lng: -111.954306),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 26,040 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,639 (year 2022),  Design Load: HS 20,  Features Intersected: UTAH & SALT LAKE CANAL,  Facility Carried by Structure: 9000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft)

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,  Waterway Adequacy: Better than present minimum 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: $233,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $384,000 ( Estimate for 2000)

Find on map >>

Structure Number: 35054D,  Location: 1000 WEST 7800 SOUTH (Lat: 40.609353,  Lng: -111.921336),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 27,505 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,419 (year 2022),  Design Load: HS 20,  Features Intersected: JORDAN RIVER,  Facility Carried by Structure: 7800 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: 21.3m (69.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $515,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $851,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 35105V,  Location: 8600 SO.2700 W.,W.JORDAN (Lat: 40.595361,  Lng: -111.957747),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 10,835 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,165 (year 2022),  Design Load: HS 20,  Features Intersected: UTAH & SALT LAKE CANAL,  Facility Carried by Structure: 2700 WEST 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: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

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,  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: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $174,000 ( Estimate for 2000)

Find on map >>

Structure Number: 35163E,  Location: 1840 W. 9000 SO.-W.JORDAN (Lat: 40.587639,  Lng: -111.941750),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 26,040 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,639 (year 2023),  Design Load: HS 20,  Features Intersected: SOUTH JORDAN CANAL,  Facility Carried by Structure: 9000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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,  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: $217,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $359,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 35179D,  Location: 1150 WEST 7800 SOUTH (Lat: 40.608861,  Lng: -111.923806),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 27,005 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,811 (year 2023),  Design Load: HS 20,  Features Intersected: NORTH JORDAN CANAL,  Facility Carried by Structure: 7800 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: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 24.6m (80.7ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $341,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 35183D,  Location: 6700 SOUTH 2200 WEST (Lat: 40.628361,  Lng: -111.948222),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,000 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,645 (year 2023),  Design Load: HS 20,  Features Intersected: CANAL ROAD.,  Facility Carried by Structure: 2200 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: E2379,  Location: 1.3 MI.W.OF REDWOOD RD. (Lat: 40.609344,  Lng: -111.963250),  Route carried "on" structure: State highway 48,  Year Built: 1992,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 30,094 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,564 (year 2022),  Design Load: HS 20,  Features Intersected: UTAH-SALT LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.318,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 31.5m (103.3ft)

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,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $264,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $435,000 ( Estimate for 2000),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: E2381,  Location: 9000 SOUTH 900 WEST (Lat: 40.587472,  Lng: -111.918997),  Route carried "on" structure: State highway 209,  Year Built: 1994,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 37,320 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 45,344 (year 2022),  Design Load: HS 20,  Features Intersected: NORTH JORDAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.265,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

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,  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: Febuary 2007,  Bridge Improvement Cost: $189,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $312,000 ( Estimate for 2000)

Find on map >>

Structure Number: E2486,  Location: 9300 SOUTH REDWOOD ROAD (Lat: 40.581889,  Lng: -111.938556),  Route carried "on" structure: State highway 68,  Year Built: 2004,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 18,995 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,079 (year 2022),  Design Load: HS 20,  Features Intersected: SOUTH JORDAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.688,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 30.7m (100.7ft)

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,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: F 244,  Location: 9000 SOUTH 800 WEST (Lat: 40.587639,  Lng: -111.912972),  Route carried "on" structure: State highway 209,  Year Built: 1971,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 37,320 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 45,344 (year 2022),  Design Load: HS 20,  Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.780,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $477,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $788,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: C 927,  Location: 7500 SO.REDWOOD ROAD (Lat: 40.614444,  Lng: -111.971833),  Route carried "under" structure: State highway 68,  Year Built: 2003,  Structure Length: 23.63m (77.53ft),  Average Daily Traffic: 38,305 (year 2002),  Truck Traffic: 7%,  Features Intersected: SR-68,  Facility Carried by Structure: PEDESTRIAN O'PASS.
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 78.283,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 37.2m (122.0ft)

Find on map >>

Structure Number: R 255,  Location: 6200 S. 3800 W., SL. CO. (Lat: 40.609417,  Lng: -111.921417),  Route carried "under" structure: State highway 154,  Year Built: 1993,  Structure Length: 19.75m (64.80ft),  Average Daily Traffic: 49,994 (year 2002),  Truck Traffic: 6%,  Features Intersected: SR-154,BANGERTER HWY.,  Facility Carried by Structure: PEDESTRIAN O'PASS.
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 23.931,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 43.3m (142.1ft)