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Bridge Statistics for Richfield, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Richfield, UT, Utah, Utah forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 54 meters (177ft) Total costs: $7,653,000 Total average daily traffic: 56,049 Total average daily truck traffic: 5,218 National Bridge Inventory (NBI) Registered Bridges for Richfield
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 41039C, Location: 450 West 620 North (Lat: 38.777028, Lng: -112.093056), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 510 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 620 (year 2023), Features Intersected: SEVIER VALLEY CANAL, Facility Carried by Structure: CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $10,000, Total Project Cost: $161,000 ( Estimate for 2000), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 41040C, Location: 700 NO.300 WEST,RICHFIELD (Lat: 38.777028, Lng: -112.090000), Route carried "on" structure: City street , Year Built: 1968, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 525 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 638 (year 2023), Features Intersected: SEVIER VALLEY CANAL, Facility Carried by Structure: 300 WEST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $9,000, Total Project Cost: $152,000 ( Estimate for 2000), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E1047, Location: SOUTH MAIN IN RICHFIELD (Lat: 38.759722, Lng: -112.084611), Route carried "on" structure: State highway 120, Year Built: 1956, Year Reconstructed: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12,740 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 15,479 (year 2022), Design Load: HS 20, Features Intersected: RICHFIELD CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 26 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 37.2m (122.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $329,000, Roadway Improvement Cost: $33,000, Total Project Cost: $543,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E2079, Location: NO.MAIN ST.IN RICHFIELD (Lat: 38.779167, Lng: -112.084667), Route carried "on" structure: State highway 120, Year Built: 1978, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,850 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 4,678 (year 2022), Design Load: HS 20, Features Intersected: STATE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.956, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $329,000 ( Estimate for 2001) Find on map >>
Structure Number: E2299, Location: SOUTH SIDE OF RICHFIELD (Lat: 38.749694, Lng: -112.095722), Route carried "on" structure: State highway 120, Year Built: 1986, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,045 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 7,345 (year 2022), Design Load: HS 20, Features Intersected: RICHFIELD CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $359,000 ( Estimate for 2001) Find on map >>
Structure Number: E2323, Location: .6 MI.NO.SO.RICHFIELD INT (Lat: 38.759528, Lng: -112.104944), Route carried "on" structure: Interstate 70, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,505 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 6,689 (year 2022), Design Load: HS 20, Features Intersected: STATE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.917, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Very good, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $360,000 ( Estimate for 2001) Find on map >>
Structure Number: 2F 532, Location: NORTH RICHFIELD INTCHG. (Lat: 38.789528, Lng: -112.083333), Route carried "on" structure: Interstate 70, Year Built: 1988, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 2,753 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 3,345 (year 2022), Design Load: HS 20, Features Intersected: SR-120, INTCHG.X-ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.789, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $49,000, Total Project Cost: $803,000 ( Estimate for 2001), 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: 2F 534, Location: .7 MI.NO.SO.RICHFIELD INT (Lat: 38.761139, Lng: -112.104944), Route carried "on" structure: Interstate 70, Year Built: 1988, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,753 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 3,345 (year 2022), Design Load: HS 20, Features Intersected: 500 SOUTH ST. RICHFIELD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.018, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $37,000, Total Project Cost: $611,000 ( Estimate for 2001), 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: 2F 535, Location: 1.5 MI.N.SO.RICHFIELD INT (Lat: 38.772139, Lng: -112.098806), Route carried "on" structure: Interstate 70, Year Built: 1988, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 2,753 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 3,345 (year 2022), Design Load: HS 20, Features Intersected: 300 NORTH ST. RICHFIELD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.348, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: 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: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $582,000 ( Estimate for 2001), 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: 2F 537, Location: S0.of NO.RICHFIELD INTCH. (Lat: 38.786000, Lng: -112.090222), Route carried "on" structure: Interstate 70, Year Built: 1988, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 2,753 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 3,345 (year 2022), Design Load: HS 20, Features Intersected: COTTONWOOD CANYON WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.068, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $456,000, Roadway Improvement Cost: $46,000, Total Project Cost: $753,000 ( Estimate for 2001), 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: 4F 532, Location: NORTH RICHFIELD INTCHG. (Lat: 38.790194, Lng: -112.082861), Route carried "on" structure: Interstate 70, Year Built: 1988, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 2,753 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 3,345 (year 2022), Design Load: HS 20, Features Intersected: SR-120, INTCHG.X-ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.789, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 12.4m (40.7ft), 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $49,000, Total Project Cost: $803,000 ( Estimate for 2001), 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: 4F 534, Location: .7 MI.NO.SO.RICHFIELD INT (Lat: 38.761889, Lng: -112.105278), Route carried "on" structure: Interstate 70, Year Built: 1988, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,753 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 3,345 (year 2022), Design Load: HS 20, Features Intersected: 500 S0UTH ST. RICHFIELD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.074, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 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: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $37,000, Total Project Cost: $611,000 ( Estimate for 2001), 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: 4F 535, Location: 1.5 MI.N.SO.RICHFIELD INT (Lat: 38.772528, Lng: -112.099167), Route carried "on" structure: Interstate 70, Year Built: 1988, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 2,753 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 3,345 (year 2022), Design Load: HS 20, Features Intersected: 300 NORTH ST. RICHFIELD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.348, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.4m (40.7ft), 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: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $582,000 ( Estimate for 2001), 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: 4F 537, Location: S0.OF NO.RICHFIELD INTCH. (Lat: 38.786611, Lng: -112.090306), Route carried "on" structure: Interstate 70, Year Built: 1988, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 2,753 (year 2002), Truck Traffic: 15%, Average Future Daily Traffic: 3,345 (year 2022), Design Load: HS 20, Features Intersected: COTTONWOOD CANYON WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.068, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.8m (61.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $608,000, Roadway Improvement Cost: $61,000, Total Project Cost: $1,004,000 ( Estimate for 2001), 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: 2F 532, Location: NORTH RICHFIELD INTCHG. (Lat: 38.789528, Lng: -112.083333), Route carried "under" structure: State highway 120, Year Built: 1988, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 1,925 (year 2002), Truck Traffic: 7%, Features Intersected: SR-120, INTCHG.X-ROAD, Facility Carried by Structure: I-70 (SR-70) EBL Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 6.179, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 2F 534, Location: .7 MI.NO.SO.RICHFIELD INT (Lat: 38.761139, Lng: -112.104944), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 275 (year 2002), Truck Traffic: 2%, Features Intersected: 500 SOUTH ST. RICHFIELD, Facility Carried by Structure: I-70 (SR-70) EBL Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 2F 535, Location: 1.5 MI.N.SO.RICHFIELD INT (Lat: 38.772139, Lng: -112.098806), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 225 (year 2002), Truck Traffic: 5%, Features Intersected: 300 NORTH ST. RICHFIELD, Facility Carried by Structure: I-70 (SR-70) EBL Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 4F 532, Location: NORTH RICHFIELD INTCHG. (Lat: 38.790194, Lng: -112.082861), Route carried "under" structure: State highway 120, Year Built: 1988, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 1,925 (year 2002), Truck Traffic: 7%, Features Intersected: SR-120, INTCHG.X-ROAD, Facility Carried by Structure: I-70 (SR-70) WBL Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 6.211, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft) Find on map >>
Structure Number: 4F 534, Location: .7 MI.NO.SO.RICHFIELD INT (Lat: 38.761889, Lng: -112.105278), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 275 (year 2002), Truck Traffic: 2%, Features Intersected: 500 S0UTH ST. RICHFIELD, Facility Carried by Structure: I-70 (SR-70) WBL Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 4F 535, Location: 1.5 MI.N.SO.RICHFIELD INT (Lat: 38.772528, Lng: -112.099167), Route carried "under" structure: City street , Year Built: 1988, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 225 (year 2002), Truck Traffic: 5%, Features Intersected: 300 NORTH ST. RICHFIELD, Facility Carried by Structure: I-70 (SR-70) WBL Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft) Discuss this city on our hugely popular Utah forum Back to: Richfield, UT, Utah, All US cities.
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