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Bridge Statistics for Midvale, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Midvale, UT, Utah, Utah forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 27 Total length: 136 meters (446ft) Total costs: $18,609,000 Total average daily traffic: 870,036 Total average daily truck traffic: 81,828 National Bridge Inventory (NBI) Registered Bridges for Midvale
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 35014F, Location: 690 EAST 6755 SO.,MIDVALE (Lat: 40.628500, Lng: -111.872747), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 950 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,154 (year 2022), Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: LARCHWOOD DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Poor, 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: Meets minimum limits, 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $16,000, Total Project Cost: $263,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35034D, Location: 270 E.7500 SO.-MIDVALE (Lat: 40.615167, Lng: -111.881806), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 850 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,033 (year 2022), Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: 7500 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $204,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 35035F, Location: 150 E.8000 SO.-MIDVALE (Lat: 40.605778, Lng: -111.888972), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,500 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 3,038 (year 2022), Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: 8000 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $330,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35037D, Location: 150 EAST 7800 SO.,MIDVALE (Lat: 40.609472, Lng: -111.886028), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 20,315 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 24,683 (year 2022), Design Load: HS 20, Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: 7800 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Good, Superstructure: 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $323,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 35043D, Location: 400 E. 7200 SO.,MIDVALE. (Lat: 40.620667, Lng: -111.877469), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 20,685 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 25,132 (year 2022), Design Load: HS 20, Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: 7200 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.4m (70.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.4m (70.2ft), Out-to-Out Width: 27.5m (90.2ft) Condition: Deck: Good, Superstructure: 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: Superior to present desirable criteria, Waterway Adequacy: Better than 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: November 2007, Bridge Improvement Cost: $248,000, Roadway Improvement Cost: $25,000, Total Project Cost: $410,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 35055D, Location: 740 EAST 7350 SO.,MIDVALE (Lat: 40.617650, Lng: -111.871358), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,050 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,276 (year 2022), Features Intersected: EAST JORDAN CANAL, Facility Carried by Structure: 7350 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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 minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $14,000, Total Project Cost: $225,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35160D, Location: 1250 E. 7180 SO.,MIDVALE (Lat: 40.620833, Lng: -111.856833), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,200 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 6,318 (year 2023), Design Load: HS 20, Features Intersected: LITTLE COTTONWOOD CREEK, Facility Carried by Structure: 7180 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $21,000, Total Project Cost: $339,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 35186D, Location: 75 WEST 8600 SOUTH (Lat: 40.595222, Lng: -111.892278), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,500 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,823 (year 2023), Design Load: HS 20, Features Intersected: JORDAN & SALT LAKE CANAL, Facility Carried by Structure: 8600 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E1064, Location: APPROX. 8250 SO.STATE ST. (Lat: 40.601750, Lng: -111.890639), Route carried "on" structure: US 89, Year Built: 1956, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 23,335 (year 2002), Truck Traffic: 17%, Average Future Daily Traffic: 28,352 (year 2022), Design Load: HS 20, Features Intersected: JORDAN & SALT LAKE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 508.428, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 26 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 30.8m (101.0ft) Condition: Channel: Good, Culverts: Fair, 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: 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, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $346,000, Roadway Improvement Cost: $35,000, Total Project Cost: $572,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1C 827, Location: 400 W.7200 SO.IN MIDVALE (Lat: 40.619944, Lng: -111.903611), Route carried "on" structure: Ramp Interstate 15, Year Built: 1998, Status: Open, Structure Length: 13.78m (45.21ft), Average Daily Traffic: 90,585 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 110,061 (year 2022), Design Load: HS 25, Features Intersected: SR 48, 7200 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 479.659, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.60m (47.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,328,000, Roadway Improvement Cost: $133,000, Total Project Cost: $2,192,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1F 610N, Location: 7200 SOUTH INTERCHANGE (Lat: 40.620167, Lng: -111.903333), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 56,615 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 68,787 (year 2022), Design Load: HS 25, Features Intersected: SR-48,7200 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 479.456, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.5m (80.4ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 62.4m (204.7ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.9m (85.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,318,000, Roadway Improvement Cost: $132,000, Total Project Cost: $2,175,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1F 647N, Location: 200 E.WASATCH ST.-MIDVALE (Lat: 40.605611, Lng: -111.904667), Route carried "on" structure: Interstate 15, Year Built: 1999, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 90,585 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 110,061 (year 2022), Design Load: HS 25, Features Intersected: 8000 SOUTH ST., WASATCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 477.792, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.5m (96.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $911,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,503,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1F 648N, Location: 400 W.CENTER ST.-MIDVALE (Lat: 40.610583, Lng: -111.905583), Route carried "on" structure: Interstate 15, Year Built: 1999, Status: Open, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 90,585 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 110,061 (year 2022), Design Load: HS 25, Features Intersected: 7800 SOUTH ST.,CENTER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 478.339, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.5m (96.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,324,000, Roadway Improvement Cost: $132,000, Total Project Cost: $2,184,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3C 828, Location: 500 W.7200 SO.IN MIDVALE (Lat: 40.621111, Lng: -111.903611), Route carried "on" structure: Ramp Interstate 15, Year Built: 1998, Status: Open, Structure Length: 13.28m (43.57ft), Average Daily Traffic: 25,000 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 30,375 (year 2022), Design Load: HS 25, Features Intersected: SR-48,7200 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 479.498, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 64.4m (211.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.10m (46.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,284,000, Roadway Improvement Cost: $128,000, Total Project Cost: $2,118,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3F 610S, Location: 7200 SOUTH INTERCHANGE (Lat: 40.621000, Lng: -111.903500), Route carried "on" structure: Interstate 15, Year Built: 1998, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 64,704 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 78,615 (year 2022), Design Load: HS 25, Features Intersected: SR-48,7200 SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 479.448, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.5m (70.5ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 64.5m (211.6ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 23.3m (76.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,135,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,874,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3F 647S, Location: 400 W.8000 SO.IN MIDVALE (Lat: 40.606083, Lng: -111.905139), Route carried "on" structure: Interstate 15, Year Built: 1998, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 90,585 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 110,061 (year 2022), Design Load: HS 25, Features Intersected: 8000 SOUTH ST., WASATCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 477.792, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.5m (93.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.5m (96.8ft) 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: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $911,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,503,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3F 648S, Location: 400 W.7800 SO.IN MIDVALE (Lat: 40.611167, Lng: -111.906472), Route carried "on" structure: Interstate 15, Year Built: 1998, Status: Open, Structure Length: 5.90m (19.36ft), Average Daily Traffic: 90,585 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 110,061 (year 2022), Design Load: HS 25, Features Intersected: 7800 SOUTH ST.,CENTER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 478.339, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.9m (101.4ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 31.9m (104.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,451,000, Roadway Improvement Cost: $145,000, Total Project Cost: $2,394,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C 141, Location: APPROX.7850 SO.STATE ST. (Lat: 40.608111, Lng: -111.890694), Route carried "under" structure: US 89, Year Built: 1936, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 31,725 (year 2002), Truck Traffic: 17%, Features Intersected: US-89 (SR-89), Facility Carried by Structure: UTA,LIGHT RAIL LN. Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 505.113, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: V 984, Location: 600 W 7200 SO MIDVALE (Lat: 40.620806, Lng: -111.907528), Route carried "under" structure: State highway 48, Year Built: 1969, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 23,805 (year 2002), Truck Traffic: 2%, Features Intersected: SR-48, Facility Carried by Structure: PIPE FLUME-IRRIG. Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 20.981, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 1C 827, Location: 400 W.7200 SO.IN MIDVALE (Lat: 40.619944, Lng: -111.903611), Route carried "under" structure: State highway 48, Year Built: 1998, Structure Length: 13.78m (45.21ft), Average Daily Traffic: 16,682 (year 2002), Truck Traffic: 4%, Features Intersected: SR 48, 7200 SOUTH STREET, Facility Carried by Structure: Rp.I-15NB TO I-215 Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 2.135, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 67.1m (220.1ft) Find on map >>
Structure Number: 1F 610N, Location: 7200 SOUTH INTERCHANGE (Lat: 40.620167, Lng: -111.903333), Route carried "under" structure: State highway 48, Year Built: 2000, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 28,785 (year 2002), Truck Traffic: 2%, Features Intersected: SR-48,7200 SOUTH STREET, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 21.303, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 62.4m (204.7ft) Find on map >>
Structure Number: 1F 647N, Location: 200 E.WASATCH ST.-MIDVALE (Lat: 40.605611, Lng: -111.904667), Route carried "under" structure: City street , Year Built: 1999, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 1,550 (year 2002), Truck Traffic: 4%, Features Intersected: 8000 SOUTH ST., WASATCH, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 1F 648N, Location: 400 W.CENTER ST.-MIDVALE (Lat: 40.610583, Lng: -111.905583), Route carried "under" structure: City street , Year Built: 1999, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 18,635 (year 2002), Truck Traffic: 5%, Features Intersected: 7800 SOUTH ST.,CENTER ST, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 478.533, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 3C 828, Location: 500 W.7200 SO.IN MIDVALE (Lat: 40.621111, Lng: -111.903611), Route carried "under" structure: State highway 48, Year Built: 1998, Structure Length: 13.28m (43.57ft), Average Daily Traffic: 23,805 (year 2002), Truck Traffic: 2%, Features Intersected: SR-48,7200 SOUTH STREET, Facility Carried by Structure: RP.I215EB TO I15SB Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 21.287, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.4m (211.3ft) Find on map >>
Structure Number: 3F 610S, Location: 7200 SOUTH INTERCHANGE (Lat: 40.621000, Lng: -111.903500), Route carried "under" structure: State highway 48, Year Built: 1998, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 28,785 (year 2002), Truck Traffic: 2%, Features Intersected: SR-48,7200 SOUTH STREET, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 6.51m (21.36ft), Kilometerpoint: 21.287, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.5m (211.6ft) Find on map >>
Structure Number: 3F 647S, Location: 400 W.8000 SO.IN MIDVALE (Lat: 40.606083, Lng: -111.905139), Route carried "under" structure: City street , Year Built: 1998, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 4%, Features Intersected: 8000 SOUTH ST., WASATCH, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 0.60m (1.97ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 3F 648S, Location: 400 W.7800 SO.IN MIDVALE (Lat: 40.611167, Lng: -111.906472), Route carried "under" structure: City street , Year Built: 1998, Structure Length: 5.90m (19.36ft), Average Daily Traffic: 18,635 (year 2002), Truck Traffic: 5%, Features Intersected: 7800 SOUTH ST.,CENTER ST, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 6.29m (20.64ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft) Discuss this city on our hugely popular Utah forum Back to: Midvale, UT, Utah, All US cities.
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