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


  • National Bridge Inventory (NBI) Statistics
  • 25Number of bridges
  • 176m577ftTotal length
  • 634,967Total average daily traffic
  • 161,402Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Clearfield
  • No street view available for this location

New bridges - Historical Statistics

  • 11940-1949
  • 161960-1969
  • 31970-1979
  • 11980-1989
  • 21990-1999
  • 12000-2009
  • 12010-2015

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: 41.104789,  Lng: -112.003292),  Route carried "on" structure: City street 1480,  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+Mod,  Features Intersected: WEBER-DAVIS CANAL,  Facility Carried by Structure: 1000 EAST STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 2.180,  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: Fair,  Culverts: Good,  Operating Rating: 27.9 metric tons,  Inventory Rating: 21.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14
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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: HS 20+Mod,  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: 26.9 metric tons,  Inventory Rating: 20.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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 14,  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: 41.125325,  Lng: -112.034831),  Route carried "on" structure: City street 1492,  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+Mod,  Features Intersected: UPRR/Front Runner,  Facility Carried by Structure: 800 NORTH STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 6.536,  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: 55.7 metric tons,  Inventory Rating: 43.1 metric tons,  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 14,  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: 28.5 metric tons,  Inventory Rating: 22.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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 14,  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 14,  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: C1005,  Location: W of State St. Clearfield (Lat: 41.103925,  Lng: -112.020661),  Route carried "on" structure: State highway 193,  Year Built: 2013,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 1,380 (year 2013),  Average Future Daily Traffic: 1,400 (year 2033),  Features Intersected: UPRR & UTA TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.991,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.3m (86.3ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.7m (182.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 26.3m (86.3ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 45.4 metric tons,  Inventory Rating: 35.0 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: D 496A,  Location: 850 NO.MAIN IN CLEARFIELD (Lat: 41.125778,  Lng: -112.025856),  Route carried "on" structure: State highway 126,  Year Built: 1948,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 21,928 (year 2012),  Truck Traffic: 14%,  Average Future Daily Traffic: 27,410 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WEBER-DAVIS CO. CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.092,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.3 metric tons,  Inventory Rating: 28.8 metric tons,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 15,  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: 0.83m (2.72ft),  Average Daily Traffic: 16,030 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,038 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WEBER-DAVIS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 21.9m (71.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 27.9 metric tons,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 15
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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: 1.04m (3.41ft),  Average Daily Traffic: 110,642 (year 2012),  Truck Traffic: 32%,  Average Future Daily Traffic: 138,303 (year 2032),  Design Load: HS 20+Mod,  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: 38.1m (125.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 38.1m (125.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 22.0 metric tons,  Inventory Rating: 16.8 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13
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Structure Number: F 33,  Location: 300 NO.ST.in CLEARFIELD (Lat: 41.118028,  Lng: -112.034894),  Route carried "on" structure: State highway 107,  Year Built: 1974,  Status: Open,  Structure Length: 41.04m (134.65ft),  Average Daily Traffic: 14,701 (year 2012),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,376 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CITY STREET & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.524,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 21.7 metric tons,  Inventory Rating: 16.8 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: F 581,  Location: SO.SIDE FREEPORT CENTER (Lat: 41.088947,  Lng: -112.009222),  Route carried "on" structure: State highway 108,  Year Built: 1995,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 32,127 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 40,159 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 1.793,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Inventory Rating: 37.6 metric tons,  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: May 15,  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: 41.088972,  Lng: -112.012436),  Route carried "on" structure: State highway 108,  Year Built: 1995,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 32,127 (year 2012),  Truck Traffic: 11%,  Average Future Daily Traffic: 40,159 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.064,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 26.9 metric tons,  Inventory Rating: 20.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 15,  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: 41.123478,  Lng: -112.023228),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 51,774 (year 2012),  Truck Traffic: 32%,  Average Future Daily Traffic: 64,717 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR-103 W. GATE HILL AFB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 540.422,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.0 metric tons,  Inventory Rating: 27.5 metric tons,  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 13,  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: 41.110736,  Lng: -112.010281),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 55,321 (year 2012),  Truck Traffic: 32%,  Average Future Daily Traffic: 69,151 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: 200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 538.631,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.8 metric tons,  Inventory Rating: 23.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  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: 41.103297,  Lng: -112.003536),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Status: Open,  Structure Length: 6.20m (20.34ft),  Average Daily Traffic: 55,321 (year 2012),  Truck Traffic: 32%,  Average Future Daily Traffic: 69,151 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR-193 700 SO.CLEARFIELD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 537.624,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 27.9 metric tons,  Inventory Rating: 19.8 metric tons,  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  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: 41.123622,  Lng: -112.024106),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 51,774 (year 2012),  Truck Traffic: 32%,  Average Future Daily Traffic: 64,717 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR-103 W. GATE HILL AFB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 540.472,  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: 23.9m (78.4ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.0 metric tons,  Inventory Rating: 27.5 metric tons,  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 15,  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: 41.111067,  Lng: -112.011261),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 55,321 (year 2012),  Truck Traffic: 32%,  Average Future Daily Traffic: 69,151 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: 200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 538.708,  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: 15.3m (50.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 15,  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: 41.103775,  Lng: -112.004572),  Route carried "on" structure: Interstate 15,  Year Built: 1966,  Status: Open,  Structure Length: 6.20m (20.34ft),  Average Daily Traffic: 55,321 (year 2012),  Truck Traffic: 32%,  Average Future Daily Traffic: 69,151 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR-193,700 SO.CLEARFIELD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 537.723,  Lanes on structure: 3,  Lanes under structure: 5,  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: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 27.9 metric tons,  Inventory Rating: 19.8 metric tons,  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 15,  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: 41.118028,  Lng: -112.034894),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 41.04m (134.65ft),  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: 41.123478,  Lng: -112.023228),  Route carried "under" structure: State highway 103,  Year Built: 1966,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 16,030 (year 2012),  Truck Traffic: 7%,  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: 23.9m (78.4ft)

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Structure Number: 1D 747,  Location: 800 E. 200 SO. CLEARFIELD (Lat: 41.110736,  Lng: -112.010281),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 3.99m (13.09ft),  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: 15.3m (50.2ft)

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Structure Number: 1F 63,  Location: CLEARFIELD INT. (700 SO) (Lat: 41.103297,  Lng: -112.003536),  Route carried "under" structure: State highway 193,  Year Built: 1966,  Structure Length: 6.20m (20.34ft),  Average Daily Traffic: 17,517 (year 2012),  Truck Traffic: 18%,  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: 41.123622,  Lng: -112.024106),  Route carried "under" structure: State highway 103,  Year Built: 1966,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 16,030 (year 2012),  Truck Traffic: 7%,  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: 23.9m (78.4ft)

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Structure Number: 3D 747,  Location: 800 E. 200 SO. CLEARFIELD (Lat: 41.111067,  Lng: -112.011261),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 3.99m (13.09ft),  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: 15.3m (50.2ft)

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Structure Number: 3F 63,  Location: CLEARFIELD INT (700 SO) (Lat: 41.103775,  Lng: -112.004572),  Route carried "under" structure: State highway 193,  Year Built: 1966,  Structure Length: 6.20m (20.34ft),  Average Daily Traffic: 17,517 (year 2012),  Truck Traffic: 18%,  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: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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