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

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Structure Number: 35006E,  Location: 1150 W.6400 SO.,MURRAY (Lat: 40.630389,  Lng: -111.923389),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 10,090 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,259 (year 2022),  Features Intersected: JORDAN RIVER,  Facility Carried by Structure: WINCHESTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2007,  Underwater Inspection Date: November 2004,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $308,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35007D,  Location: 1250 WEST 6400 SOUTH (Lat: 40.630000,  Lng: -111.926358),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,090 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,259 (year 2022),  Design Load: HS 20,  Features Intersected: NORTH JORDAN CANAL,  Facility Carried by Structure: WINCHESTER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35009D,  Location: MURRAY CITY PARK (Lat: 40.660194,  Lng: -111.882192),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 875 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,063 (year 2022),  Design Load: HS 20,  Features Intersected: LITTLE COTTONWOOD CREEK,  Facility Carried by Structure: MURRAY PARK ROAD
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: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $176,000 ( Estimate for 2000),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35010D,  Location: 500 E 5300 SO MURRAY (Lat: 40.656167,  Lng: -111.875639),  Route carried "on" structure: City street ,  Year Built: 1935,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 10,435 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,679 (year 2022),  Features Intersected: LITTLE COTTONWOOD CR.,  Facility Carried by Structure: 5300 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $344,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35011D,  Location: 4220 SO.MAIN ST.,MURRAY (Lat: 40.679722,  Lng: -111.891111),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,370 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,955 (year 2022),  Features Intersected: BIG COTTONWOOD CREEK,  Facility Carried by Structure: MAIN 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),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $108,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $179,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35013E,  Location: 550 EAST 5600 SO.,MURRAY (Lat: 40.649750,  Lng: -111.876722),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 7,025 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,535 (year 2022),  Design Load: HS 20,  Features Intersected: LITTLE COTTONWOOD CREEK,  Facility Carried by Structure: 5600 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: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 20.4m (66.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $329,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35017F,  Location: 4860 SO.520 W.,MURRAY (Lat: 40.666361,  Lng: -111.906250),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 13,505 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,409 (year 2022),  Design Load: HS 20,  Features Intersected: LITTLE COTTONWOOD CREEK,  Facility Carried by Structure: MURRAY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $364,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $600,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35113D,  Location: 1150 EAST 6600 SOUTH (Lat: 40.631528,  Lng: -111.860750),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 17,550 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,323 (year 2022),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: 6600 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: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $447,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $738,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35115F,  Location: 4125 SO.300 WEST,MURRAY (Lat: 40.681083,  Lng: -111.899692),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 6,185 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,515 (year 2022),  Features Intersected: BIG COTTONWOOD CREEK,  Facility Carried by Structure: 300 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: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $228,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $377,000 ( Estimate for 2000),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35116D,  Location: 1350 EAST 6400 SOUTH (Lat: 40.634722,  Lng: -111.853581),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 18,240 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,162 (year 2022),  Features Intersected: JORDAN & SALT LAKE CANAL,  Facility Carried by Structure: 6400 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: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: $211,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $348,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35125C,  Location: 1300 W.5700 SO.,MURRAY (Lat: 40.647583,  Lng: -111.929500),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 5,275 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,409 (year 2022),  Design Load: HS 20,  Features Intersected: NORTH JORDAN CANAL,  Facility Carried by Structure: BULLION 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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $364,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $600,000 ( Estimate for 2000),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35128C,  Location: 1200 W.BULLION ST.,MURRAY (Lat: 40.645306,  Lng: -111.922886),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,450 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,977 (year 2022),  Design Load: HS 20,  Features Intersected: JORDAN RIVER,  Facility Carried by Structure: BULLION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 17.1m (56.1ft)

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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $683,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35133D,  Location: 4170 SO.500 W., MURRAY (Lat: 40.680000,  Lng: -111.905444),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 13,505 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,409 (year 2022),  Design Load: HS 20,  Features Intersected: BIG COTTONWOOD CREEK,  Facility Carried by Structure: 500 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: 9.8m (32.2ft),  Skew: 2 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: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: $192,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $317,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35175D,  Location: 1250 W. 5960 SO.,MURRAY (Lat: 40.643111,  Lng: -111.931358),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 400 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 486 (year 2023),  Design Load: H 20,  Features Intersected: NORTH JORDAN CANAL,  Facility Carried by Structure: 5960 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $163,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $269,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 35188C,  Location: 5300 SOUTH COTTONWOOD ST (Lat: 40.655278,  Lng: -111.898056),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 30.79m (101.02ft),  Average Daily Traffic: 1,200 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,458 (year 2006),  Design Load: HS 25,  Features Intersected: SR 173 (5300 SOUTH),  Facility Carried by Structure: COTTONWOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.0m (59.1ft)

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: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35204E,  Location: 4720 South 1300 East (Lat: 40.667306,  Lng: -111.854194),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 17,235 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,941 (year 2028),  Design Load: HS 20,  Features Intersected: Big Cottonwood Creek,  Facility Carried by Structure: 1300 East
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 31.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C 584,  Location: 6300 SOUTH 300 W. MURRAY (Lat: 40.634722,  Lng: -111.898333),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 3,050 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,706 (year 2022),  Design Load: HS 20,  Features Intersected: I-215 (SR-215) EBL & WB,  Facility Carried by Structure: 300 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.956,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $758,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,251,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: C 62,  Location: 6400 SOUTH & STATE ST. (Lat: 40.631500,  Lng: -111.889389),  Route carried "on" structure: US 89,  Year Built: 1973,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 28,730 (year 2002),  Truck Traffic: 17%,  Average Future Daily Traffic: 34,907 (year 2022),  Design Load: HS 20,  Features Intersected: I-215 (SR-215) EBL & WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 511.775,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.1m (184.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.50m (34.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $2,341,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $3,863,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: C 621,  Location: 100 WEST 6400 SO MURRAY (Lat: 40.633889,  Lng: -111.891111),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 13.08m (42.91ft),  Average Daily Traffic: 12,210 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,835 (year 2022),  Design Load: HS 20,  Features Intersected: I-215 (SR-215) EBL & WBL,  Facility Carried by Structure: 6400 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 66.1m (216.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.90m (45.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $1,712,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $2,825,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: C 649,  Location: 6200 SOUTH 900 W. MURRAY (Lat: 40.638389,  Lng: -111.920278),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 2,000 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,430 (year 2022),  Design Load: HS 20,  Features Intersected: I-215 (SR-215) EBL & WBL,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.968,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $706,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,166,000 ( 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: C 725,  Location: 6500 SO.700 EAST, S.L.CO. (Lat: 40.629778,  Lng: -111.872000),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 26,870 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,647 (year 2022),  Design Load: HS 20,  Features Intersected: I-215 (SR-215) EBL & WB,  Facility Carried by Structure: 700 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.704,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.3m (56.8ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.80m (32.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $1,089,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,797,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C 726,  Location: 6550 SO.900 EAST,MURRAY (Lat: 40.629417,  Lng: -111.864722),  Route carried "on" structure: State highway 71,  Year Built: 1984,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 25,890 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,456 (year 2022),  Design Load: HS 20,  Features Intersected: I-215 (SR-215) EBL & WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.425,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 68.3m (224.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 31.6m (103.7ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $2,611,000,  Roadway Improvement Cost: $261,000,  Total Project Cost: $4,308,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C 814,  Location: 500 W.VINE STREET, MURRAY (Lat: 40.660667,  Lng: -111.901775),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 1,000 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,215 (year 2022),  Design Load: HS 20,  Features Intersected: I-15 (SR-15) NBL & SBL,  Facility Carried by Structure: VINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 483.988,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.00m (29.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,062,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,752,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D 805,  Location: 1100 W.5400 SO.IN MURRAY (Lat: 40.652944,  Lng: -111.923222),  Route carried "on" structure: State highway 173,  Year Built: 1974,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 27,505 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,419 (year 2022),  Design Load: HS 20,  Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.743,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $673,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $1,110,000 ( 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: D 811,  Location: 4200 SO. STATE ST MURRAY (Lat: 40.679556,  Lng: -111.888000),  Route carried "on" structure: US 89,  Year Built: 1957,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 27,655 (year 2002),  Truck Traffic: 17%,  Average Future Daily Traffic: 33,601 (year 2022),  Design Load: HS 20,  Features Intersected: BIG COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 517.068,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  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: 26.8m (87.9ft),  Out-to-Out Width: 41.0m (134.5ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $371,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $612,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E1201,  Location: APPROX. 4200 SO. on I-15 (Lat: 40.680761,  Lng: -111.901806),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 179,017 (year 2002),  Truck Traffic: 11%,  Average Future Daily Traffic: 217,506 (year 2022),  Design Load: HS 20,  Features Intersected: BIG COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 486.207,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.7m (169.6ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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: July 2007,  Bridge Improvement Cost: $471,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $777,000 ( Estimate for 2001)

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Structure Number: E1218,  Location: 300 EAST 4500 SO. MURRAY (Lat: 40.674222,  Lng: -111.880889),  Route carried "on" structure: State highway 266,  Year Built: 1971,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 35,415 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,029 (year 2022),  Design Load: HS 20,  Features Intersected: BIG COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.291,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  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: 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,  Waterway Adequacy: Better than 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: January 2007,  Bridge Improvement Cost: $249,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $411,000 ( Estimate for 2000)

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Structure Number: E1227,  Location: 900 E.& VAN WINKLE DIAGON (Lat: 40.666361,  Lng: -111.867361),  Route carried "on" structure: State highway 71,  Year Built: 1964,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 28,465 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,585 (year 2022),  Design Load: HS 20,  Features Intersected: BIG COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.625,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 33.5m (109.9ft)

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 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: January 2007,  Bridge Improvement Cost: $376,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $621,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E1858,  Location: 900 EAST 5900 SOUTH (Lat: 40.642000,  Lng: -111.865108),  Route carried "on" structure: State highway 71,  Year Built: 1973,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 27,300 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,170 (year 2022),  Design Load: HS 20,  Features Intersected: LITTLE COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.745,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

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: 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: January 2007,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $339,000 ( Estimate for 2000)

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Structure Number: E2225,  Location: 5000 SO. STATE ST. MURRAY (Lat: 40.660778,  Lng: -111.888111),  Route carried "on" structure: US 89,  Year Built: 1984,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 27,405 (year 2002),  Truck Traffic: 17%,  Average Future Daily Traffic: 33,297 (year 2022),  Design Load: HS 20,  Features Intersected: LITTLE COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 514.993,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  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: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 40.5m (132.9ft)

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: Better than present minimum 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: January 2007,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $578,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F 115,  Location: WEST OF I-15 INTERCHANGE (Lat: 40.674750,  Lng: -111.908222),  Route carried "on" structure: State highway 266,  Year Built: 1966,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 23,955 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,105 (year 2022),  Design Load: HS 20,  Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.990,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.9m (81.7ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $715,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $1,181,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F 131,  Location: 6200 SO. 700 W. IN MURRAY (Lat: 40.635722,  Lng: -111.910139),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 12,665 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,388 (year 2022),  Design Load: HS 20,  Features Intersected: I-215 (SR-215) EBL & WBL,  Facility Carried by Structure: 700 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.051,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $673,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $1,110,000 ( 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: F 475,  Location: 6600 SO 1000 EAST,SL.CO. (Lat: 40.629806,  Lng: -111.862361),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 63,160 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 76,739 (year 2022),  Design Load: HS 20,  Features Intersected: I-215 (SR-215) EBL & WB,  Facility Carried by Structure: 1000 EAST STREET
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 14.948,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $1,121,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,850,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 504,  Location: 6650 SO.1300 EAST SL.CTY. (Lat: 40.630111,  Lng: -111.854528),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 30,910 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,556 (year 2022),  Design Load: HS 20,  Features Intersected: I-215 (SR-215) EBL & WBL,  Facility Carried by Structure: 1300 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.240,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.4m (80.1ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.30m (27.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $1,303,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $2,150,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 505,  Location: 6400 SO. 2300 EAST (Lat: 40.634833,  Lng: -111.824969),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 11,660 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,167 (year 2022),  Design Load: HS 20,  Features Intersected: I-215 (SR-215) EBL & WBL,  Facility Carried by Structure: 2300 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.633,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 17.6m (57.7ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $954,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,574,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 571,  Location: 1200 W.7000 SO., MIDVALE (Lat: 40.623694,  Lng: -111.921081),  Route carried "on" structure: State highway 48,  Year Built: 1998,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 29,010 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,247 (year 2022),  Design Load: HS 20,  Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.874,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.4m (83.3ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.2m (102.4ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $821,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,355,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1C 829N,  Location: 0.2 MI.SO.6400 SOUTH ST. (Lat: 40.628750,  Lng: -111.902917),  Route carried "on" structure: Interstate 15,  Year Built: 2000,  Status: Open,  Structure Length: 17.34m (56.89ft),  Average Daily Traffic: 105,951 (year 2002),  Truck Traffic: 11%,  Average Future Daily Traffic: 128,730 (year 2022),  Design Load: HS 25,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 480.383,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.10m (59.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $3,015,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $4,976,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1C 832N,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.634611,  Lng: -111.904722),  Route carried "on" structure: Interstate 15,  Year Built: 2000,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 79,115 (year 2002),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,125 (year 2022),  Design Load: HS 25,  Features Intersected: I-215EB & RAMP to I-15NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 481.059,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.7m (153.2ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,089,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,797,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1C 833,  Location: 400 W.6400 SO.IN MURRAY (Lat: 40.631500,  Lng: -111.902278),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1998,  Status: Open,  Structure Length: 44.48m (145.93ft),  Average Daily Traffic: 15,000 (year 2002),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,225 (year 2022),  Design Load: HS 25,  Features Intersected: UPRR, ,6400 S.& I-215EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 480.994,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 5,  Length of Maximum Span: 54.0m (177.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 44.50m (146.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $4,051,000,  Roadway Improvement Cost: $405,000,  Total Project Cost: $6,684,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1C 836N,  Location: 500 WEST 5900 SO.-MURRAY (Lat: 40.642750,  Lng: -111.902722),  Route carried "on" structure: Interstate 15,  Year Built: 2000,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 79,115 (year 2002),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,125 (year 2022),  Design Load: HS 25,  Features Intersected: 5900 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 481.974,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.4m (93.2ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.2m (112.2ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: 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: 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: March 2007,  Bridge Improvement Cost: $868,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,433,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1F 611N,  Location: 0.1 MI.SO.OF 6400 SO.ST. (Lat: 40.630694,  Lng: -111.903667),  Route carried "on" structure: Interstate 15,  Year Built: 2000,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 66,219 (year 2002),  Truck Traffic: 11%,  Average Future Daily Traffic: 80,456 (year 2022),  Design Load: HS 25,  Features Intersected: UTA,LIGHT RAIL SPUR LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 480.610,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,313,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $2,166,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing