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

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Structure Number: 57050F,  Location: 600 W. 4625 S., RIVERDALE (Lat: 41.178611,  Lng: -111.994167),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 500 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 608 (year 2022),  Design Load: HS 15,  Features Intersected: WEBER RIVER,  Facility Carried by Structure: 4625 SO. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $444,000 ( Estimate for 2000),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C 453,  Location: RIVERDALE RD.INTERCHANGE (Lat: 41.174833,  Lng: -112.009861),  Route carried "on" structure: State highway 26,  Year Built: 1966,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 32,160 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,074 (year 2022),  Design Load: HS 20,  Features Intersected: I-15 (SR-15) NBL & SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.40m (37.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,845,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $3,045,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D 704,  Location: RIVERDALE RD.INTERCHANGE (Lat: 41.174444,  Lng: -112.010167),  Route carried "on" structure: State highway 26,  Year Built: 1967,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 32,160 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,074 (year 2022),  Design Load: HS 20,  Features Intersected: I-84 (SR-84) EBL & WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  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: 21.3m (69.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,403,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $2,315,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D 735,  Location: 4400 SO.ST.in RIVERDALE (Lat: 41.183472,  Lng: -112.013806),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 8,775 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,662 (year 2022),  Design Load: HS 20,  Features Intersected: I-15 (SR-15) NBL & SBL,  Facility Carried by Structure: 4400 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 547.015,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Very 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.30m (27.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $692,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,142,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D 74,  Location: 0.5 MI.NO.OF HILL AFB (Lat: 41.157417,  Lng: -112.003694),  Route carried "on" structure: State highway 168,  Year Built: 1964,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 100 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 122 (year 2022),  Design Load: HS 15,  Features Intersected: U.P.& L.CO. PENSTOCK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $411,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $678,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2C 457,  Location: I-84 over I-15 Ramp (Lat: 41.185500,  Lng: -112.011528),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 6,063 (year 2002),  Truck Traffic: 19%,  Average Future Daily Traffic: 7,367 (year 2022),  Design Load: HS 20,  Features Intersected: I-15 (SR-15) NBL & SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.426,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Poor,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.60m (34.78ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $964,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,590,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2D 754,  Location: 4400 SO. RIVERDALE (Lat: 41.170861,  Lng: -112.010803),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 6,063 (year 2002),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,367 (year 2022),  Design Load: HS 20,  Features Intersected: 4400 SO. IN RIVERDALE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.582,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $358,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $591,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2F 75,  Location: 1050 WEST IN RIVERDALE (Lat: 41.170611,  Lng: -112.006278),  Route carried "on" structure: Interstate 84,  Year Built: 1972,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 7,823 (year 2002),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,505 (year 2022),  Design Load: HS 20,  Features Intersected: SR-60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 132.099,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $562,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $927,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4D 754,  Location: 4400 SO. IN RIVERDALE (Lat: 41.182806,  Lng: -112.010803),  Route carried "on" structure: Interstate 84,  Year Built: 1967,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 6,063 (year 2002),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,367 (year 2022),  Design Load: HS 20,  Features Intersected: 4400 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.590,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $358,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $591,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4F 75,  Location: 1050 WEST IN RIVERDALE (Lat: 41.170500,  Lng: -112.005750),  Route carried "on" structure: Interstate 84,  Year Built: 1972,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 7,823 (year 2002),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,505 (year 2022),  Design Load: HS 20,  Features Intersected: SR-60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 132.067,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $562,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $927,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: C 453,  Location: RIVERDALE RD.INTERCHANGE (Lat: 41.174833,  Lng: -112.009861),  Route carried "under" structure: Interstate 15,  Year Built: 1966,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 100,050 (year 2002),  Truck Traffic: 26%,  Features Intersected: I-15 (SR-15) NBL & SBL,  Facility Carried by Structure: SR-26,RIVERDALE RD
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 54.578,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: D 704,  Location: RIVERDALE RD.INTERCHANGE (Lat: 41.174444,  Lng: -112.010167),  Route carried "under" structure: Interstate 84,  Year Built: 1967,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 12,126 (year 2002),  Truck Traffic: 18%,  Features Intersected: I-84 (SR-84) EBL & WBL,  Facility Carried by Structure: SR-26 RIVERDALE RD
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 131.527,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: D 735,  Location: 4400 SO.ST.in RIVERDALE (Lat: 41.183472,  Lng: -112.013806),  Route carried "under" structure: Interstate 15,  Year Built: 1966,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 84,004 (year 2002),  Truck Traffic: 26%,  Features Intersected: I-15 (SR-15) NBL & SBL,  Facility Carried by Structure: 4400 SOUTH STREET
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 547.015,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 2C 457,  Location: I-84 over I-15 Ramp (Lat: 41.185500,  Lng: -112.011528),  Route carried "under" structure: Interstate 15,  Year Built: 1967,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 84,004 (year 2002),  Truck Traffic: 26%,  Features Intersected: I-15 (SR-15) NBL & SBL,  Facility Carried by Structure: I-84 (SR-84) EBL
Minimum Vertical Clearance: 0.62m (2.03ft),  Kilometerpoint: 547.541,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 2D 754,  Location: 4400 SO. RIVERDALE (Lat: 41.170861,  Lng: -112.010803),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 13,135 (year 2002),  Truck Traffic: 5%,  Features Intersected: 4400 SO. IN RIVERDALE,  Facility Carried by Structure: I-84 (SR-84) EBL
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 2F 75,  Location: 1050 WEST IN RIVERDALE (Lat: 41.170611,  Lng: -112.006278),  Route carried "under" structure: State highway 60,  Year Built: 1972,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 9,530 (year 2002),  Truck Traffic: 4%,  Features Intersected: SR-60,  Facility Carried by Structure: I-84 (SR-84) EBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.753,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 4D 754,  Location: 4400 SO. IN RIVERDALE (Lat: 41.182806,  Lng: -112.010803),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 13,135 (year 2002),  Truck Traffic: 19%,  Features Intersected: 4400 SOUTH STREET,  Facility Carried by Structure: I-84 (SR-84) WBL
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 4F 75,  Location: 1050 WEST IN RIVERDALE (Lat: 41.170500,  Lng: -112.005750),  Route carried "under" structure: State highway 60,  Year Built: 1972,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 9,535 (year 2002),  Truck Traffic: 4%,  Features Intersected: SR-60,  Facility Carried by Structure: I-84 (SR-84) WBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.711,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)