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


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 49ft / 15.2mTotal length
  • 46,983Total average daily traffic
  • 13,037Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Portage
  • No street view available for this location

New bridges in Portage, UT - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 81970-1979
  • 11990-1999
Average Bridge Daily Traffic in Portage, UT
Average Bridge Truck Traffic in Portage, UT
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 33.3%Good
  • 66.7%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 50.0%Good
  • 33.3%Satisfactory
  • 16.7%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 66.7%Satisfactory
  • 33.3%Fair
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Structure Number: 3001F,  Location: 1 MILE EAST OF PORTAGE (Lat: 41.976153,  Lng: -112.216339),  Route carried "on" structure: County highway 1142,  Year Built: 1930,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 110 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 138 (year 2040),  Design Load: HL 93,  Features Intersected: MALAD RIVER,  Facility Carried by Structure: CO. RD., 25800 NO.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.583,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3002F,  Location: 1 MILE EAST OF WASHAKIE (Lat: 41.944008,  Lng: -112.197114),  Route carried "on" structure: County highway 1144,  Year Built: 1991,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 380 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 475 (year 2040),  Design Load: HL 93,  Features Intersected: MALAD RIVER,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.857,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1F 372,  Location: 3 MILES SO.of PORTAGE INT (Lat: 41.943825,  Lng: -112.174089),  Route carried "on" structure: Interstate 15,  Year Built: 1976,  Status: Open,  Structure Length: 2.81m (9.22ft),  Average Daily Traffic: 11,651 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 14,564 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WASHAKIE LN.24000 No.Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 638.394,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1F 373,  Location: PORTAGE INTERCHANGE (Lat: 41.976392,  Lng: -112.189256),  Route carried "on" structure: Interstate 15,  Year Built: 1976,  Status: Open,  Structure Length: 3.18m (10.43ft),  Average Daily Traffic: 11,651 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 14,564 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PORTAGE INTCHG.X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 642.296,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3F 372,  Location: 3 MILES SO.of PORTAGE INT (Lat: 41.944783,  Lng: -112.174847),  Route carried "on" structure: Interstate 15,  Year Built: 1976,  Status: Open,  Structure Length: 2.81m (9.22ft),  Average Daily Traffic: 11,651 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 14,564 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WASHAKIE LN.24000 No.Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 638.732,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 3F 373,  Location: PORTAGE INTERCHANGE (Lat: 41.977269,  Lng: -112.190414),  Route carried "on" structure: Interstate 15,  Year Built: 1976,  Status: Open,  Structure Length: 3.18m (10.43ft),  Average Daily Traffic: 11,540 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 14,425 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PORTAGE INTCHG.X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 642.639,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1F 372,  Location: 3 MILES SO.of PORTAGE INT (Lat: 41.943825,  Lng: -112.174089),  Route carried "under" structure: County highway ,  Year Built: 1976,  Structure Length: 0. m,  Features Intersected: WASHAKIE LN.24000 No.Rd.,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 1F 373,  Location: PORTAGE INTERCHANGE (Lat: 41.976392,  Lng: -112.189256),  Route carried "under" structure: County highway 1142,  Year Built: 1976,  Structure Length: 0. m,  Features Intersected: PORTAGE INTCHG.X-ROAD,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.9m (101.4ft)

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Structure Number: 3F 372,  Location: 3 MILES SO.of PORTAGE INT (Lat: 41.944783,  Lng: -112.174847),  Route carried "under" structure: County highway ,  Year Built: 1976,  Structure Length: 0. m,  Features Intersected: WASHAKIE LN.24000 No.Rd.,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 3F 373,  Location: PORTAGE INTERCHANGE (Lat: 41.977269,  Lng: -112.190414),  Route carried "under" structure: County highway 1142,  Year Built: 1976,  Structure Length: 0. m,  Features Intersected: PORTAGE INTCHG.X-ROAD,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.9m (101.4ft)

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