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Bridge Statistics for Beaver, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Beaver, UT, Utah, Utah forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 24 Total length: 84 meters (276ft) Total costs: $8,035,000 Total average daily traffic: 125,365 Total average daily truck traffic: 41,283 National Bridge Inventory (NBI) Registered Bridges for Beaver
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1009E, Location: NORTH SIDE of BEAVER (Lat: 38.297667, Lng: -112.648442), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 80 (year 2004), Average Future Daily Traffic: 97 (year 2024), Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: CITY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $176,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: C 571, Location: 2.2 MI.NO.SO.BEAVER INT. (Lat: 38.266444, Lng: -112.650417), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 675 (year 2004), Average Future Daily Traffic: 820 (year 2024), Design Load: HS 20, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: 600 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.912, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $1,086,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C 572, Location: SOUTH BEAVER INTERCHANGE (Lat: 38.249361, Lng: -112.650611), Route carried "on" structure: State highway 160, Year Built: 1970, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 2,555 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 3,104 (year 2024), Design Load: HS 20, Features Intersected: I-15 (SR-15) NBL & SBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.40m (30.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,115,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,841,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: F 732, Location: So Side of Beaver (Lat: 38.264639, Lng: -112.644553), Route carried "on" structure: State highway 160, Year Built: 2005, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 2,555 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 3,104 (year 2027), Design Load: HS 25, Features Intersected: BEAVER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1D 767, Location: WEST SIDE OF BEAVER (Lat: 38.274333, Lng: -112.650694), Route carried "on" structure: Interstate 15, Year Built: 1970, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 7,144 (year 2002), Truck Traffic: 35%, Average Future Daily Traffic: 8,680 (year 2022), Design Load: HS 20, Features Intersected: SR-21 BEAVER CENTER ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.739, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $426,000, Roadway Improvement Cost: $43,000, Total Project Cost: $704,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1F 132, Location: NORTH BEAVER INTERCHANGE (Lat: 38.293417, Lng: -112.650694), Route carried "on" structure: Interstate 15, Year Built: 1970, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 7,144 (year 2002), Truck Traffic: 35%, Average Future Daily Traffic: 8,680 (year 2022), Design Load: HS 20, Features Intersected: SR-160 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.892, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Very 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $43,000, Total Project Cost: $708,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1F 176, Location: WEST SIDE OF BEAVER (Lat: 38.281472, Lng: -112.650611), Route carried "on" structure: Interstate 15, Year Built: 1970, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 7,144 (year 2002), Truck Traffic: 35%, Average Future Daily Traffic: 8,680 (year 2022), Design Load: HS 20, Features Intersected: 600 NORTH STREET-BEAVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.597, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $36,000, Total Project Cost: $596,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1F 18, Location: 1.1 MI.NO.SO.BEAVER INTER (Lat: 38.264806, Lng: -112.650278), Route carried "on" structure: Interstate 15, Year Built: 1970, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 7,144 (year 2002), Truck Traffic: 35%, Average Future Daily Traffic: 8,680 (year 2022), Design Load: HS 20, Features Intersected: BEAVER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.739, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $458,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1V2066, Location: 0 (Lat: 38.457028, Lng: -112.622083), Route carried "on" structure: Interstate 15, Year Built: 2005, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,663 (year 2003), Truck Traffic: 36%, Average Future Daily Traffic: 8,960 (year 2023), Design Load: HS 20, Features Intersected: Wildlife U'pass Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Culverts: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: 1V2068, Location: MP 125.6 (Lat: 38.481389, Lng: -112.616081), Route carried "on" structure: Interstate 15, Year Built: 2005, Status: Open, Structure Length: 0.00m, Average Daily Traffic: 6,063 (year 2003), Truck Traffic: 36%, Average Future Daily Traffic: 8,096 (year 2023), Design Load: HS 20, Features Intersected: Wildlife U'pass Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.003, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Culverts: Excellent, 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: 3D 767, Location: WEST SIDE OF BEAVER (Lat: 38.274000, Lng: -112.650694), Route carried "on" structure: Interstate 15, Year Built: 1970, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 7,144 (year 2002), Truck Traffic: 38%, Average Future Daily Traffic: 8,680 (year 2022), Design Load: HS 20, Features Intersected: SR-21 BEAVER CENTER ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.739, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $426,000, Roadway Improvement Cost: $43,000, Total Project Cost: $704,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3F 132, Location: NORTH BEAVER INTERCHANGE (Lat: 38.293750, Lng: -112.651219), Route carried "on" structure: Interstate 15, Year Built: 1970, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 7,144 (year 2002), Truck Traffic: 38%, Average Future Daily Traffic: 8,680 (year 2022), Design Load: HS 20, Features Intersected: SR-160, INTCHG. X-ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.892, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft) 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $43,000, Total Project Cost: $708,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3F 176, Location: WEST SIDE OF BEAVER (Lat: 38.282056, Lng: -112.650750), Route carried "on" structure: Interstate 15, Year Built: 1970, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 7,144 (year 2002), Truck Traffic: 38%, Average Future Daily Traffic: 8,680 (year 2022), Design Load: HS 20, Features Intersected: 600 NORTH STREET-BEAVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.597, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $36,000, Total Project Cost: $596,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3F 18, Location: 1.1 MI.NO.SO.BEAVER INTER (Lat: 38.265139, Lng: -112.650525), Route carried "on" structure: Interstate 15, Year Built: 1970, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 7,144 (year 2002), Truck Traffic: 38%, Average Future Daily Traffic: 8,680 (year 2022), Design Load: HS 20, Features Intersected: BEAVER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.739, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $458,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3V2067, Location: MP 123.7 (Lat: 38.456861, Lng: -112.623111), Route carried "on" structure: Interstate 15, Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,663 (year 2003), Truck Traffic: 36%, Average Future Daily Traffic: 8,096 (year 2023), Design Load: HS 20, Features Intersected: Wildlife U'pass Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.093, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Culverts: Excellent, 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 desirable criteria, Deck Geometry: Equal 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: March 2007 Find on map >>
Structure Number: 3V2069, Location: MP 125.6 (Lat: 38.481111, Lng: -112.616667), Route carried "on" structure: Interstate 15, Year Built: 2005, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 6,663 (year 2003), Truck Traffic: 36%, Average Future Daily Traffic: 8,096 (year 2023), Design Load: HS 20, Features Intersected: Wildlife U'pass Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.003, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Culverts: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: C 571, Location: 2.2 MI.NO.SO.BEAVER INT. (Lat: 38.266444, Lng: -112.650417), Route carried "under" structure: Interstate 15, Year Built: 1970, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 14,288 (year 2002), Truck Traffic: 36%, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: 600 SOUTH STREET Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 176.912, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: C 572, Location: SOUTH BEAVER INTERCHANGE (Lat: 38.249361, Lng: -112.650611), Route carried "under" structure: Interstate 15, Year Built: 1970, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 14,288 (year 2004), Truck Traffic: 36%, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: SR-160 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 175.008, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft) Find on map >>
Structure Number: 1D 767, Location: WEST SIDE OF BEAVER (Lat: 38.274333, Lng: -112.650694), Route carried "under" structure: State highway 21, Year Built: 1970, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,555 (year 2002), Truck Traffic: 10%, Features Intersected: SR-21 BEAVER CENTER ST., Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 171.825, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 1F 132, Location: NORTH BEAVER INTERCHANGE (Lat: 38.293417, Lng: -112.650694), Route carried "under" structure: State highway 160, Year Built: 1970, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 1,740 (year 2002), Truck Traffic: 4%, Features Intersected: SR-160, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 180.176, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 1F 176, Location: WEST SIDE OF BEAVER (Lat: 38.281472, Lng: -112.650611), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 150 (year 2002), Truck Traffic: 10%, Features Intersected: 600 NORTH STREET-BEAVER, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 3D 767, Location: WEST SIDE OF BEAVER (Lat: 38.274000, Lng: -112.650694), Route carried "under" structure: State highway 21, Year Built: 1970, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,385 (year 2002), Truck Traffic: 10%, Features Intersected: SR-21 BEAVER CENTER ST., Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 171.809, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 3F 132, Location: NORTH BEAVER INTERCHANGE (Lat: 38.293750, Lng: -112.651219), Route carried "under" structure: State highway 160, Year Built: 1970, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 1,740 (year 2002), Truck Traffic: 4%, Features Intersected: SR-160, INTCHG. X-ROAD, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 6.066, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 3F 176, Location: WEST SIDE OF BEAVER (Lat: 38.282056, Lng: -112.650750), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 150 (year 2002), Truck Traffic: 10%, Features Intersected: 600 NORTH STREET-BEAVER, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Discuss this city on our hugely popular Utah forum Back to: Beaver, UT, Utah, All US cities.
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