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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 26
Total length: 173 meters (568ft)
Total average daily traffic: 648,558
Total average daily truck traffic: 117,074
National Bridge Inventory (NBI) Registered Bridges for Clearfield
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New bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 0
  • 1960-1969: 17
  • 1970-1979: 3
  • 1980-1989: 2
  • 1990-1999: 2
  • 2000-2009: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 11004E,  Location: 600 S.1000 E., CLEARFIELD (Lat: 41.104694,  Lng: -112.003361),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 6,300 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,655 (year 2030),  Design Load: HS 20,  Features Intersected: WEBER-DAVIS CANAL,  Facility Carried by Structure: 1000 EAST STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12
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Structure Number: 11005F,  Location: 750 E.200 S.in CLEARFIELD (Lat: 41.111000,  Lng: -112.011914),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 6,300 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,655 (year 2030),  Design Load: HS 20,  Features Intersected: WEBER-DAVIS CANAL,  Facility Carried by Structure: 200 SOUTH STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.8m (38.7ft)

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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11006V,  Location: 100 N.500 E.in CLEARFIELD (Lat: 41.114722,  Lng: -112.016111),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,071 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,301 (year 2030),  Features Intersected: WEBER-DAVIS CANAL,  Facility Carried by Structure: 500 EAST STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11007F,  Location: 350 E.300 N.in CLEARFIELD (Lat: 41.117972,  Lng: -112.020222),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,008 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,225 (year 2030),  Design Load: H 20,  Features Intersected: WEBER-DAVIS CANAL,  Facility Carried by Structure: 300 NORTH STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11009C,  Location: 600 W.800 N.,CLEARFIELD (Lat: 41.125306,  Lng: -112.034831),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 3,270 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,973 (year 2030),  Design Load: HS 20,  Features Intersected: UPRR,  Facility Carried by Structure: 800 NORTH STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  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: 11018F,  Location: 260 E.BRUCE ST.CLEARFIELD (Lat: 41.120778,  Lng: -112.022667),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,008 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,225 (year 2030),  Features Intersected: WEBER-DAVIS CANAL,  Facility Carried by Structure: BRUCE STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 11023C,  Location: 200 W.CENTER, CLEARFIELD (Lat: 41.111333,  Lng: -112.026000),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 2,520 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,062 (year 2030),  Design Load: HS 25,  Features Intersected: UNION PACIFIC RAILROAD,  Facility Carried by Structure: 200 SOUTH STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.6m (175.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  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 496A,  Location: 850 NO.MAIN IN CLEARFIELD (Lat: 41.125778,  Lng: -112.025833),  Route carried "on" structure: State highway 126,  Year Built: 1948,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 22,530 (year 2010),  Truck Traffic: 14%,  Average Future Daily Traffic: 26,160 (year 2030),  Design Load: HS 20,  Features Intersected: WEBER-DAVIS CO. CANAL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 9.971,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: E1346,  Location: HILL AFB. INTERCHANGE (Lat: 41.123000,  Lng: -112.024722),  Route carried "on" structure: State highway 103,  Year Built: 1964,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 22,525 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,050 (year 2030),  Design Load: HS 20,  Features Intersected: WEBER-DAVIS CANAL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 21 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: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11
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Structure Number: E1901,  Location: IN CLEARFIELD (Lat: 41.108139,  Lng: -112.008611),  Route carried "on" structure: Interstate 15,  Year Built: 1964,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 105,270 (year 2010),  Truck Traffic: 26%,  Average Future Daily Traffic: 193,535 (year 2030),  Design Load: HS 20,  Features Intersected: DAVIS-WEBER CANAL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 538.305,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11
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Structure Number: F 33,  Location: 300 NO.ST.in CLEARFIELD (Lat: 41.117972,  Lng: -112.033972),  Route carried "on" structure: State highway 107,  Year Built: 1974,  Status: Open,  Structure Length: 43.43m (142.49ft),  Average Daily Traffic: 19,977 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,406 (year 2030),  Design Load: HS 20,  Features Intersected: CITY STREET & UPRR
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 6.613,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 24,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: F 581,  Location: SO.SIDE FREEPORT CENTER (Lat: 41.089000,  Lng: -112.010083),  Route carried "on" structure: State highway 108,  Year Built: 1995,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 25,630 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,918 (year 2030),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 3.041,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 31.3m (102.7ft)

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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  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 582,  Location: SO.SIDE FREEPORT CENTER (Lat: 41.088944,  Lng: -112.013194),  Route carried "on" structure: State highway 108,  Year Built: 1995,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 25,630 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 59,160 (year 2030),  Design Load: HS 20,  Features Intersected: ABANDONED UPRR
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 2.078,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 31.3m (102.7ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  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: 1D 719,  Location: HAFB Intch (650 North) (Lat: 41.123444,  Lng: -112.023417),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 52,635 (year 2010),  Truck Traffic: 26%,  Average Future Daily Traffic: 96,767 (year 2030),  Design Load: HS 20,  Features Intersected: SR-103 W. GATE HILL AFB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 540.416,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1D 747,  Location: 800 E. 200 SO. CLEARFIELD (Lat: 41.111111,  Lng: -112.010556),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 52,635 (year 2010),  Truck Traffic: 26%,  Average Future Daily Traffic: 96,767 (year 2030),  Design Load: HS 20,  Features Intersected: 200 SOUTH STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 538.633,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1F 63,  Location: CLEARFIELD INT. (700 SO) (Lat: 41.103278,  Lng: -112.003581),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 48,597 (year 2010),  Truck Traffic: 26%,  Average Future Daily Traffic: 42,715 (year 2030),  Design Load: HS 20,  Features Intersected: SR-193 700 SO.CLEARFIELD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 537.626,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.9m (55.4ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3D 719,  Location: HAFB Intch (650 North) (Lat: 41.123694,  Lng: -112.024444),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 52,635 (year 2010),  Truck Traffic: 26%,  Average Future Daily Traffic: 96,767 (year 2030),  Design Load: HS 20,  Features Intersected: SR-103 W. GATE HILL AFB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 540.416,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3D 747,  Location: 800 E. 200 SO. CLEARFIELD (Lat: 41.111056,  Lng: -112.011219),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 52,635 (year 2010),  Truck Traffic: 26%,  Average Future Daily Traffic: 96,767 (year 2030),  Design Load: HS 20,  Features Intersected: 200 SOUTH STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 538.699,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3F 63,  Location: CLEARFIELD INT (700 SO) (Lat: 41.103778,  Lng: -112.004553),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 47,682 (year 2010),  Truck Traffic: 26%,  Average Future Daily Traffic: 42,715 (year 2030),  Design Load: HS 20,  Features Intersected: SR-193,700 SO.CLEARFIELD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 537.714,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: F 33,  Location: 300 NO.ST.in CLEARFIELD (Lat: 41.117972,  Lng: -112.033972),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 43.43m (142.49ft),  Average Daily Traffic: 2,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: CITY STREET & UPRR,  Facility Carried by Structure: SR-107
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1D 719,  Location: HAFB Intch (650 North) (Lat: 41.123444,  Lng: -112.023417),  Route carried "under" structure: State highway 103,  Year Built: 1966,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 22,525 (year 2010),  Truck Traffic: 3%,  Features Intersected: SR-103 W. GATE HILL AFB,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.225,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 1D 747,  Location: 800 E. 200 SO. CLEARFIELD (Lat: 41.111111,  Lng: -112.010556),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 3,330 (year 2010),  Truck Traffic: 4%,  Features Intersected: 200 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 1F 63,  Location: CLEARFIELD INT. (700 SO) (Lat: 41.103278,  Lng: -112.003581),  Route carried "under" structure: State highway 193,  Year Built: 1966,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 22,660 (year 2010),  Truck Traffic: 3%,  Features Intersected: SR-193 700 SO.CLEARFIELD,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.901,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 3D 719,  Location: HAFB Intch (650 North) (Lat: 41.123694,  Lng: -112.024444),  Route carried "under" structure: State highway 103,  Year Built: 1966,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 22,525 (year 2010),  Truck Traffic: 3%,  Features Intersected: SR-103 W. GATE HILL AFB,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.177,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 3D 747,  Location: 800 E. 200 SO. CLEARFIELD (Lat: 41.111056,  Lng: -112.011219),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 4%,  Features Intersected: 200 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 3F 63,  Location: CLEARFIELD INT (700 SO) (Lat: 41.103778,  Lng: -112.004553),  Route carried "under" structure: State highway 193,  Year Built: 1966,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 22,660 (year 2010),  Truck Traffic: 3%,  Features Intersected: SR-193,700 SO.CLEARFIELD,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.933,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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