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Bridge Statistics for North Salt Lake, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: North Salt Lake, UT, Utah, Utah forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 100 meters (328ft) Total costs: $15,570,000 Total average daily traffic: 909,866 Total average daily truck traffic: 205,629 National Bridge Inventory (NBI) Registered Bridges for North Salt Lake
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 11002F, Location: 2100 W.CENTER ST.in NSL. (Lat: 40.841889, Lng: -111.951111), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 300 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 365 (year 2022), Design Load: HS 20, Features Intersected: JORDAN RIVER, Facility Carried by Structure: CENTER 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $27,000, Total Project Cost: $444,000 ( Estimate for 2000), 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: C 803, Location: 0.7 Mi.NO. CENTER ST.-NSL (Lat: 40.850417, Lng: -111.912028), Route carried "on" structure: Interstate 15, Year Built: 1997, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 179,510 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 218,105 (year 2022), Design Load: HS 20, Features Intersected: 1100 WEST ST. (MAIN ST.) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 505.817, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 49.0m (160.8ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.0m (147.6ft), Curb-To-Curb Width: 48.9m (160.4ft), Out-to-Out Width: 53.2m (174.5ft) 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,949,000, Roadway Improvement Cost: $195,000, Total Project Cost: $3,216,000 ( 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: C 804, Location: WEST SIDE OF NO.SALT LAKE (Lat: 40.841722, Lng: -111.915056), Route carried "on" structure: Interstate 15, Year Built: 1997, Status: Open, Structure Length: 3.27m (10.73ft), Average Daily Traffic: 179,510 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 218,105 (year 2022), Design Load: HS 20, Features Intersected: CENTER ST. (CUDAHY LN.) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 504.842, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 49.0m (160.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 48.9m (160.4ft), Out-to-Out Width: 53.2m (174.5ft) Condition: Deck: Very 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,421,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,345,000 ( 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: 1D 611, Location: 1100 N. to 2600 S. Intchg (Lat: 40.861222, Lng: -111.902000), Route carried "on" structure: Interstate 15, Year Built: 1959, Year Reconstructed: 2000, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 77,395 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 94,035 (year 2022), Design Load: HS 20, Features Intersected: SR-93, 2600 SOUTH in NSL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 507.333, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $953,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,572,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 2C 514, Location: I-15,I-215 JCT. IN NSL. (Lat: 40.835167, Lng: -111.915917), Route carried "on" structure: Interstate 215, Year Built: 1969, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 29,328 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 35,634 (year 2022), Design Load: HS 20, Features Intersected: I-15 (SR-15) NBL & SBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.953, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, 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: 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: October 2007, Bridge Improvement Cost: $856,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,413,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 2F 125, Location: .2 MI.W.JCT.WITH I-15,NSL (Lat: 40.834139, Lng: -111.918694), Route carried "on" structure: Interstate 215, Year Built: 1969, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 29,328 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 35,634 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.696, Lanes on 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: 5, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: 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: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.50m (34.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $955,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,577,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3C 336, Location: SO. OF NO. SALT LAKE CITY (Lat: 40.834278, Lng: -111.914861), Route carried "on" structure: US 89, Year Built: 1960, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 18,490 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 22,465 (year 2022), Design Load: HS 20, Features Intersected: I-15 (SR-15) NBL & SBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 503.900, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, 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: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.80m (38.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,075,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,775,000 ( 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: 3D 611, Location: 2600 SO.INTCHG.in NO.SL. (Lat: 40.861222, Lng: -111.902000), Route carried "on" structure: Interstate 15, Year Built: 1959, Year Reconstructed: 2000, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 77,395 (year 2002), Truck Traffic: 26%, Average Future Daily Traffic: 94,035 (year 2022), Design Load: HS 20, Features Intersected: SR-93, 2600 SOUTH in NSL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 507.393, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Satisfactory, 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $953,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,572,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 4F 126, Location: .2 Mi.W.JCT.WITH I-15,NSL (Lat: 40.835222, Lng: -111.917528), Route carried "on" structure: Interstate 215, Year Built: 1969, Status: Open, Structure Length: 10.10m (33.14ft), Average Daily Traffic: 29,328 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 35,634 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.887, Lanes on 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: 5, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.00m (36.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,004,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,656,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: C 803, Location: 0.7 Mi.NO. CENTER ST.-NSL (Lat: 40.850417, Lng: -111.912028), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 2,500 (year 2002), Truck Traffic: 5%, Features Intersected: 1100 WEST ST. (MAIN ST.), Facility Carried by Structure: I-15 (SR-15) Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.0m (147.6ft) Find on map >>
Structure Number: C 804, Location: WEST SIDE OF NO.SALT LAKE (Lat: 40.841722, Lng: -111.915056), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 3.27m (10.73ft), Average Daily Traffic: 6,335 (year 2002), Truck Traffic: 10%, Features Intersected: CENTER ST. (CUDAHY LN.), Facility Carried by Structure: I-15 (SR-15) Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.3m (76.4ft) Find on map >>
Structure Number: 1D 611, Location: 1100 N. to 2600 S. Intchg (Lat: 40.861222, Lng: -111.902000), Route carried "under" structure: State highway 93, Year Built: 1959, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 20,907 (year 2002), Truck Traffic: 4%, Features Intersected: SR-93, 2600 SOUTH in NSL, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.097, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 2C 514, Location: I-15,I-215 JCT. IN NSL. (Lat: 40.835167, Lng: -111.915917), Route carried "under" structure: Interstate 15, Year Built: 1969, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 121,651 (year 2002), Truck Traffic: 26%, Features Intersected: I-15 (SR-15) NBL & SBL Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 504.166, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft) Find on map >>
Structure Number: 3C 336, Location: SO. OF NO. SALT LAKE CITY (Lat: 40.834278, Lng: -111.914861), Route carried "under" structure: Interstate 15, Year Built: 1960, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 121,652 (year 2002), Truck Traffic: 26%, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: SR-89 SBL Minimum Vertical Clearance: 6.55m (21.49ft), Kilometerpoint: 503.707, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Find on map >>
Structure Number: 3D 611, Location: 2600 SO.INTCHG.in NO.SL. (Lat: 40.861222, Lng: -111.902000), Route carried "under" structure: State highway 93, Year Built: 1959, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 16,237 (year 2002), Truck Traffic: 4%, Features Intersected: SR-93, 2600 SOUTH in NSL, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.064, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft) Discuss this city on our hugely popular Utah forum Back to: North Salt Lake, UT, Utah, All US cities.
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