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

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Structure Number: 7012V,  Location: 650 NO.CEDAR HILLS DRIVE (Lat: 39.610556,  Lng: -110.792778),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 250 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 304 (year 2023),  Design Load: HS 20,  Features Intersected: MEAD'S WASH,  Facility Carried by Structure: 650 NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006

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Structure Number: 7015C,  Location: SO. PRICE ON 300 W. ST. (Lat: 39.587778,  Lng: -110.816667),  Route carried "on" structure: City street ,  Year Built: 1910,  Status: Closed,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 1 (year 2002),  Average Future Daily Traffic: 1 (year 2022),  Features Intersected: PRICE RIVER,  Facility Carried by Structure: PRICE CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Failed,  Superstructure: Serious,  Substructure: Failed,  Channel: Satisfactory,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Critical Feature Inspection Date: August 2006,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $276,000 ( Estimate for 2000),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C 682,  Location: WEST SIDE OF PRICE (Lat: 39.599722,  Lng: -110.818333),  Route carried "on" structure: State highway 55,  Year Built: 1979,  Status: Open,  Structure Length: 20.73m (68.01ft),  Average Daily Traffic: 14,590 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,727 (year 2022),  Design Load: HS 20,  Features Intersected: CITY STREET & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.20m (69.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $2,114,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $3,488,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C 722,  Location: AT THE EAST PRICE INTCHG. (Lat: 39.570556,  Lng: -110.792722),  Route carried "on" structure: US 6,  Year Built: 1982,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 18,005 (year 2002),  Truck Traffic: 28%,  Average Future Daily Traffic: 21,876 (year 2022),  Design Load: HS 20,  Features Intersected: CITY STREET & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 390.145,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  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: Superior to present desirable criteria,  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: $1,024,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,689,000 ( 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: D 401,  Location: SOUTH SIDE OF PRICE (Lat: 39.586750,  Lng: -110.812583),  Route carried "on" structure: State highway 10,  Year Built: 1936,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 13,565 (year 2002),  Truck Traffic: 25%,  Average Future Daily Traffic: 16,481 (year 2022),  Design Load: H 15,  Features Intersected: PRICE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.380,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Serious,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $519,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $857,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F 386,  Location: 1 MILE WEST OF PRICE (Lat: 39.600944,  Lng: -110.825722),  Route carried "on" structure: State highway 55,  Year Built: 1977,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 12,035 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,623 (year 2022),  Design Load: HS 20,  Features Intersected: PRICE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $679,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,121,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F 388,  Location: SOUTH SIDE OF PRICE CITY (Lat: 39.595611,  Lng: -110.823222),  Route carried "on" structure: US 6,  Year Built: 1982,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 12,095 (year 2002),  Truck Traffic: 28%,  Average Future Daily Traffic: 14,695 (year 2022),  Design Load: HS 20,  Features Intersected: PRICE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 386.824,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $398,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $657,000,  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: F 389,  Location: SOUTH SIDE OF PRICE CITY (Lat: 39.588028,  Lng: -110.812306),  Route carried "on" structure: US 6,  Year Built: 1982,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 12,095 (year 2002),  Truck Traffic: 28%,  Average Future Daily Traffic: 14,695 (year 2022),  Design Load: HS 20,  Features Intersected: SR-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 388.121,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $594,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $980,000,  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: F 465,  Location: WEST PRICE INTERCHANGE (Lat: 39.601139,  Lng: -110.827556),  Route carried "on" structure: US 6,  Year Built: 1982,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 12,095 (year 2002),  Truck Traffic: 28%,  Average Future Daily Traffic: 14,695 (year 2022),  Design Load: HS 20,  Features Intersected: SR-55,WEST PRICE CONN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 386.114,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.7m (48.2ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $579,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $956,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F 501,  Location: AT THE EAST PRICE INTCHG (Lat: 39.587083,  Lng: -110.789389),  Route carried "on" structure: US 6,  Year Built: 1985,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 13,575 (year 2002),  Truck Traffic: 28%,  Average Future Daily Traffic: 16,494 (year 2022),  Design Load: HS 20,  Features Intersected: SR-55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 390.217,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.0m (108.3ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $617,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $1,019,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C 682,  Location: WEST SIDE OF PRICE (Lat: 39.599722,  Lng: -110.818333),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 20.73m (68.01ft),  Average Daily Traffic: 2,000 (year 2002),  Truck Traffic: 4%,  Features Intersected: CITY STREET & UPRR,  Facility Carried by Structure: SR-55
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: C 722,  Location: AT THE EAST PRICE INTCHG. (Lat: 39.570556,  Lng: -110.792722),  Route carried "under" structure: City street ,  Year Built: 1982,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 110 (year 2002),  Truck Traffic: 1%,  Features Intersected: CITY STREET & UPRR,  Facility Carried by Structure: US-6 (SR-6)
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: F 389,  Location: SOUTH SIDE OF PRICE CITY (Lat: 39.588028,  Lng: -110.812306),  Route carried "under" structure: State highway 10,  Year Built: 1982,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 13,565 (year 2002),  Truck Traffic: 25%,  Features Intersected: SR-10,  Facility Carried by Structure: US-6 (SR-6)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 109.509,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: F 465,  Location: WEST PRICE INTERCHANGE (Lat: 39.601139,  Lng: -110.827556),  Route carried "under" structure: State highway 55,  Year Built: 1982,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 12,035 (year 2002),  Truck Traffic: 5%,  Features Intersected: SR-55,WEST PRICE CONN.,  Facility Carried by Structure: US-6 (SR-6)
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.087,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: F 501,  Location: AT THE EAST PRICE INTCHG (Lat: 39.587083,  Lng: -110.789389),  Route carried "under" structure: State highway 55,  Year Built: 1985,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 7,133 (year 2002),  Truck Traffic: 5%,  Features Intersected: SR-55,  Facility Carried by Structure: US-6 (SR-6)
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 4.586,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)