Bridge Statistics for Plymouth, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 194ft / 59.1mTotal length
- 101,320Total average daily traffic
- 27,880Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Plymouth
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 41970-1979
- 51980-1989
- 41990-1999
- 12010-2019
- Bridge Condition - Deck
- 70.0%Good
- 30.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- Bridge Condition - Substructure
- 70.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
Find on map >> Show street view
Structure Number: 3003V, Location: 2 MILES NW. OF PLYMOUTH (Lat: 41.886106, Lng: -112.188425), Route carried "on" structure: County highway 1142, Year Built: 1980, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 138 (year 2040), Design Load: HS 20, Features Intersected: MALAD RIVER, Facility Carried by Structure: CO. RD., 20800 NO.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.265, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft)
Condition: Channel: Good, Culverts: Fair, 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: 32.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 3003V, Location: 2 MILES NW. OF PLYMOUTH (Lat: 41.886106, Lng: -112.188425), Route carried "on" structure: County highway 1142, Year Built: 1980, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 138 (year 2040), Design Load: HS 20, Features Intersected: MALAD RIVER, Facility Carried by Structure: CO. RD., 20800 NO.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.265, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft)
Condition: Channel: Good, Culverts: Fair, 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: 32.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Find on map >> Show street view
Structure Number: 3022F, Location: 5600 W. 19200 N., GARLAND (Lat: 41.857561, Lng: -112.158717), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1980, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 190 (year 2020), Average Future Daily Traffic: 230 (year 2040), Design Load: HS 20, Features Intersected: MALAD RIVER, Facility Carried by Structure: 19200 NO.,CO.RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.594, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.0 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: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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
Structure Number: 3022F, Location: 5600 W. 19200 N., GARLAND (Lat: 41.857561, Lng: -112.158717), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1980, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 190 (year 2020), Average Future Daily Traffic: 230 (year 2040), Design Load: HS 20, Features Intersected: MALAD RIVER, Facility Carried by Structure: 19200 NO.,CO.RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.594, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.0 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: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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
Find on map >> Show street view
Structure Number: 3080F, Location: 1.0 MILE SW. OF PLYMOUTH (Lat: 41.864256, Lng: -112.167019), Route carried "on" structure: County highway 1135, Year Built: 2013, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,375 (year 2040), Design Load: HL 93, Features Intersected: MALAD RIVER, Facility Carried by Structure: 6000 WEST ST.CO.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.553, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 52.2 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: 38.9 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3080F, Location: 1.0 MILE SW. OF PLYMOUTH (Lat: 41.864256, Lng: -112.167019), Route carried "on" structure: County highway 1135, Year Built: 2013, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,375 (year 2040), Design Load: HL 93, Features Intersected: MALAD RIVER, Facility Carried by Structure: 6000 WEST ST.CO.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.553, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 52.2 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: 38.9 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1C 764, Location: 1.5 MI.SO.PLYMOUTH INT. (Lat: 41.864303, Lng: -112.169425), Route carried "on" structure: Interstate 15, Year Built: 1990, Status: Open, Structure Length: 15.14m (49.67ft), Average Daily Traffic: 12,662 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HS 20+Mod, Features Intersected: MALAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 629.546, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 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: 24.3 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1C 764, Location: 1.5 MI.SO.PLYMOUTH INT. (Lat: 41.864303, Lng: -112.169425), Route carried "on" structure: Interstate 15, Year Built: 1990, Status: Open, Structure Length: 15.14m (49.67ft), Average Daily Traffic: 12,662 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HS 20+Mod, Features Intersected: MALAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 629.546, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 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: 24.3 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1F 371, Location: 5 MI.SO.OF PORTAGE INTCHG (Lat: 41.914897, Lng: -112.171236), Route carried "on" structure: Interstate 15, Year Built: 1976, Status: Open, Structure Length: 2.61m (8.56ft), 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: BRONSON LANE (CO.RD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 635.166, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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
Structure Number: 1F 371, Location: 5 MI.SO.OF PORTAGE INTCHG (Lat: 41.914897, Lng: -112.171236), Route carried "on" structure: Interstate 15, Year Built: 1976, Status: Open, Structure Length: 2.61m (8.56ft), 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: BRONSON LANE (CO.RD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 635.166, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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
Find on map >> Show street view
Structure Number: 1F 481, Location: 2 MI.SO.PLYMOUTH INTCHG. (Lat: 41.859022, Lng: -112.169842), Route carried "on" structure: Interstate 15, Year Built: 1990, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 12,662 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 628.958, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 481, Location: 2 MI.SO.PLYMOUTH INTCHG. (Lat: 41.859022, Lng: -112.169842), Route carried "on" structure: Interstate 15, Year Built: 1990, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 12,662 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 628.958, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1F 483, Location: PLYMOUTH INTERCHANGE (Lat: 41.886208, Lng: -112.170150), Route carried "on" structure: Interstate 15, Year Built: 1989, Status: Open, Structure Length: 4.34m (14.24ft), 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: CO. RD. TO NUCOR & SR-13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 631.979, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 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: 42.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 483, Location: PLYMOUTH INTERCHANGE (Lat: 41.886208, Lng: -112.170150), Route carried "on" structure: Interstate 15, Year Built: 1989, Status: Open, Structure Length: 4.34m (14.24ft), 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: CO. RD. TO NUCOR & SR-13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 631.979, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 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: 42.4 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3C 764, Location: 1.5 MI.SO.PLYMOUTH INT. (Lat: 41.865914, Lng: -112.169847), Route carried "on" structure: Interstate 15, Year Built: 1990, Status: Open, Structure Length: 15.14m (49.67ft), Average Daily Traffic: 12,662 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HS 20+Mod, Features Intersected: MALAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 629.952, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.6 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: 28.2 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3C 764, Location: 1.5 MI.SO.PLYMOUTH INT. (Lat: 41.865914, Lng: -112.169847), Route carried "on" structure: Interstate 15, Year Built: 1990, Status: Open, Structure Length: 15.14m (49.67ft), Average Daily Traffic: 12,662 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HS 20+Mod, Features Intersected: MALAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 629.952, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.6 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: 28.2 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3F 371, Location: 5 MI.SO.of PORTAGE INTCHG (Lat: 41.915828, Lng: -112.171708), Route carried "on" structure: Interstate 15, Year Built: 1976, Status: Open, Structure Length: 2.61m (8.56ft), 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: BRONSON LANE (CO RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 635.497, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), 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 and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 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
Structure Number: 3F 371, Location: 5 MI.SO.of PORTAGE INTCHG (Lat: 41.915828, Lng: -112.171708), Route carried "on" structure: Interstate 15, Year Built: 1976, Status: Open, Structure Length: 2.61m (8.56ft), 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: BRONSON LANE (CO RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 635.497, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), 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 and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 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
Find on map >> Show street view
Structure Number: 3F 481, Location: 2 MI.SO.PLYMOUTH INTERCHG (Lat: 41.859892, Lng: -112.170122), Route carried "on" structure: Interstate 15, Year Built: 1990, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 12,662 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 629.283, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.2 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 481, Location: 2 MI.SO.PLYMOUTH INTERCHG (Lat: 41.859892, Lng: -112.170122), Route carried "on" structure: Interstate 15, Year Built: 1990, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 12,662 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 629.283, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.2 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3F 483, Location: PLYMOUTH INTERCHANGE (Lat: 41.886733, Lng: -112.170611), Route carried "on" structure: Interstate 15, Year Built: 1989, Status: Open, Structure Length: 4.34m (14.24ft), 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: CO. RD. TO NUCOR & SR-13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 632.265, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.3 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: 42.4 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: Better than present minimum criteria, 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 483, Location: PLYMOUTH INTERCHANGE (Lat: 41.886733, Lng: -112.170611), Route carried "on" structure: Interstate 15, Year Built: 1989, Status: Open, Structure Length: 4.34m (14.24ft), 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: CO. RD. TO NUCOR & SR-13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 632.265, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.3 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: 42.4 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: Better than present minimum criteria, 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1F 371, Location: 5 MI.SO.OF PORTAGE INTCHG (Lat: 41.914897, Lng: -112.171236), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Features Intersected: BRONSON LANE (CO.RD.), Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 1F 371, Location: 5 MI.SO.OF PORTAGE INTCHG (Lat: 41.914897, Lng: -112.171236), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Features Intersected: BRONSON LANE (CO.RD.), Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Find on map >> Show street view
Structure Number: 1F 483, Location: PLYMOUTH INTERCHANGE (Lat: 41.886208, Lng: -112.170150), Route carried "under" structure: State highway 13, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 1,334 (year 2020), Truck Traffic: 22%, Features Intersected: CO. RD. TO NUCOR & SR-13, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 53.001, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 1F 483, Location: PLYMOUTH INTERCHANGE (Lat: 41.886208, Lng: -112.170150), Route carried "under" structure: State highway 13, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 1,334 (year 2020), Truck Traffic: 22%, Features Intersected: CO. RD. TO NUCOR & SR-13, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 53.001, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Find on map >> Show street view
Structure Number: 3F 371, Location: 5 MI.SO.of PORTAGE INTCHG (Lat: 41.915828, Lng: -112.171708), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Features Intersected: BRONSON LANE (CO RD), Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 3F 371, Location: 5 MI.SO.of PORTAGE INTCHG (Lat: 41.915828, Lng: -112.171708), Route carried "under" structure: County highway , Year Built: 1976, Structure Length: 0. m, Features Intersected: BRONSON LANE (CO RD), Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Find on map >> Show street view
Structure Number: 3F 483, Location: PLYMOUTH INTERCHANGE (Lat: 41.886733, Lng: -112.170611), Route carried "under" structure: State highway 13, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 1,334 (year 2020), Truck Traffic: 22%, Features Intersected: CO. RD. TO NUCOR & SR-13, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 52.751, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 3F 483, Location: PLYMOUTH INTERCHANGE (Lat: 41.886733, Lng: -112.170611), Route carried "under" structure: State highway 13, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 1,334 (year 2020), Truck Traffic: 22%, Features Intersected: CO. RD. TO NUCOR & SR-13, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 52.751, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)