Bridge Statistics for South Salt Lake, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 100Number of bridges
- 2,375ft / 724mTotal length
- $10,684,000Total costs
- 7,007,232Total average daily traffic
- 923,199Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for South Salt Lake
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 21960-1969
- 31970-1979
- 21980-1989
- 301990-1999
- 592000-2009
- 22010-2019
- Bridge Condition - Deck
- 25.0%Good
- 73.2%Satisfactory
- 1.8%Fair
- Bridge Condition - Superstructure
- 5.4%Very good
- 73.2%Good
- 17.9%Satisfactory
- 1.8%Fair
- 1.8%Poor
- Bridge Condition - Substructure
- 3.6%Very good
- 71.4%Good
- 23.2%Satisfactory
- 1.8%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 37.5%Good
- 12.5%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 35117D, Location: 2900 S. 900 W., SO. SLC (Lat: 40.708200, Lng: -111.916900), Route carried "on" structure: City street 2258, Year Built: 1987, Year Reconstructed: 2000, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 14,145 (year 2020), Average Future Daily Traffic: 17,681 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: 900 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.980, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35117D, Location: 2900 S. 900 W., SO. SLC (Lat: 40.708200, Lng: -111.916900), Route carried "on" structure: City street 2258, Year Built: 1987, Year Reconstructed: 2000, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 14,145 (year 2020), Average Future Daily Traffic: 17,681 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: 900 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.980, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.9m (65.3ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35123F, Location: 3020 S. 200 E., SO. SLC (Lat: 40.705611, Lng: -111.885439), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: 200 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.005, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 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: 2.2m (7.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35123F, Location: 3020 S. 200 E., SO. SLC (Lat: 40.705611, Lng: -111.885439), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: 200 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.005, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 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: 2.2m (7.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35126F, Location: 3045 S. 300 E., SO. SLC (Lat: 40.704919, Lng: -111.882675), Route carried "on" structure: City street 2264, Year Built: 1980, Status: Posted for load, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 14,979 (year 2020), Average Future Daily Traffic: 18,724 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: 300 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.982, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35126F, Location: 3045 S. 300 E., SO. SLC (Lat: 40.704919, Lng: -111.882675), Route carried "on" structure: City street 2264, Year Built: 1980, Status: Posted for load, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 14,979 (year 2020), Average Future Daily Traffic: 18,724 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: 300 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.982, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35140E, Location: 3000 S. 300 W., SO. SLC (Lat: 40.706211, Lng: -111.899708), Route carried "on" structure: City street 2128, Year Built: 1970, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 14,662 (year 2020), Average Future Daily Traffic: 18,328 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: 300 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.489, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35140E, Location: 3000 S. 300 W., SO. SLC (Lat: 40.706211, Lng: -111.899708), Route carried "on" structure: City street 2128, Year Built: 1970, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 14,662 (year 2020), Average Future Daily Traffic: 18,328 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: 300 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.489, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35146C, Location: 600 WEST 2100 SOUTH (Lat: 40.725544, Lng: -111.909456), Route carried "on" structure: City street 201, Year Built: 2001, Status: Open, Structure Length: 10.20m (33.46ft), Average Daily Traffic: 9,976 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 12,470 (year 2040), Design Load: HS 25 or greater, Features Intersected: UNION PACIFIC RAILROAD, Facility Carried by Structure: 2100 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.585, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.4m (171.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35146C, Location: 600 WEST 2100 SOUTH (Lat: 40.725544, Lng: -111.909456), Route carried "on" structure: City street 201, Year Built: 2001, Status: Open, Structure Length: 10.20m (33.46ft), Average Daily Traffic: 9,976 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 12,470 (year 2040), Design Load: HS 25 or greater, Features Intersected: UNION PACIFIC RAILROAD, Facility Carried by Structure: 2100 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.585, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.4m (171.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35154D, Location: 3115 S. 500 E., SO. SLC (Lat: 40.703000, Lng: -111.876900), Route carried "on" structure: City street 2178, Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,504 (year 2020), Average Future Daily Traffic: 6,880 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: 500 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35154D, Location: 3115 S. 500 E., SO. SLC (Lat: 40.703000, Lng: -111.876900), Route carried "on" structure: City street 2178, Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,504 (year 2020), Average Future Daily Traffic: 6,880 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: 500 EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: C 42, Location: 2400 SOUTH STATE ST SO.SL (Lat: 40.718164, Lng: -111.888700), Route carried "on" structure: Interstate 80, Year Built: 1966, Year Reconstructed: 2008, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 129,858 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 162,323 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-89 (US-89) STATE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 198.764, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.3m (109.3ft), Curb-To-Curb Width: 37.0m (121.4ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.40m (24.28ft), Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,928,000, Roadway Improvement Cost: $193,000, Total Project Cost: $3,182,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: C 42, Location: 2400 SOUTH STATE ST SO.SL (Lat: 40.718164, Lng: -111.888700), Route carried "on" structure: Interstate 80, Year Built: 1966, Year Reconstructed: 2008, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 129,858 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 162,323 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-89 (US-89) STATE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 198.764, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.3m (109.3ft), Curb-To-Curb Width: 37.0m (121.4ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.40m (24.28ft), Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,928,000, Roadway Improvement Cost: $193,000, Total Project Cost: $3,182,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: C 813, Location: 350 W. 2700 SOUTH, SO.SL. (Lat: 40.712650, Lng: -111.904783), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 9.83m (32.25ft), Average Daily Traffic: 5,000 (year 2020), Average Future Daily Traffic: 7,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-15 (SR-15) NBL & S, Facility Carried by Structure: 2700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.181, Lanes on structure: 2, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.7m (169.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C 813, Location: 350 W. 2700 SOUTH, SO.SL. (Lat: 40.712650, Lng: -111.904783), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 9.83m (32.25ft), Average Daily Traffic: 5,000 (year 2020), Average Future Daily Traffic: 7,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-15 (SR-15) NBL & S, Facility Carried by Structure: 2700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.181, Lanes on structure: 2, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.7m (169.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: E12, Location: APPROX. 3000 SO. on I-15 (Lat: 40.706214, Lng: -111.903539), Route carried "on" structure: Interstate 15, Year Built: 1959, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 192,683 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 240,854 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.606, Lanes on structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 54.0m (177.2ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $55,000, Total Project Cost: $908,000
Structure Number: E12, Location: APPROX. 3000 SO. on I-15 (Lat: 40.706214, Lng: -111.903539), Route carried "on" structure: Interstate 15, Year Built: 1959, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 192,683 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 240,854 (year 2040), Design Load: HS 20+Mod, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.606, Lanes on structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 54.0m (177.2ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $55,000, Total Project Cost: $908,000
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Structure Number: 1C 849, Location: I15,I80,SR201 INT.@2400 S (Lat: 40.720917, Lng: -111.903644), Route carried "on" structure: Ramp Interstate 15, Year Built: 2000, Status: Open, Structure Length: 43.64m (143.18ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-15 & I-15 COL-DIST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.098, Lanes on structure: 1, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 86.5m (283.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 64.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1C 849, Location: I15,I80,SR201 INT.@2400 S (Lat: 40.720917, Lng: -111.903644), Route carried "on" structure: Ramp Interstate 15, Year Built: 2000, Status: Open, Structure Length: 43.64m (143.18ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-15 & I-15 COL-DIST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.098, Lanes on structure: 1, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 86.5m (283.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 64.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1C 85, Location: I15,I80,SR201 INT.@2 (Lat: 40.719103, Lng: -111.903817), Route carried "on" structure: Ramp Interstate 15, Year Built: 2000, Status: Open, Structure Length: 20.08m (65.88ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-80 (SR-80) WBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.462, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1C 85, Location: I15,I80,SR201 INT.@2 (Lat: 40.719103, Lng: -111.903817), Route carried "on" structure: Ramp Interstate 15, Year Built: 2000, Status: Open, Structure Length: 20.08m (65.88ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-80 (SR-80) WBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.462, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1C 860N, Location: 400 WEST 2250 SO., SO.SL. (Lat: 40.722050, Lng: -111.904228), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 270,324 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 337,905 (year 2040), Design Load: HS 25 or greater, Features Intersected: ANDY AVE.(2250 S.)&
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 491.367, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.2m (105.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.3m (132.2ft), Curb-To-Curb Width: 32.4m (106.3ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1C 860N, Location: 400 WEST 2250 SO., SO.SL. (Lat: 40.722050, Lng: -111.904228), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 270,324 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 337,905 (year 2040), Design Load: HS 25 or greater, Features Intersected: ANDY AVE.(2250 S.)&
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 491.367, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.2m (105.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.3m (132.2ft), Curb-To-Curb Width: 32.4m (106.3ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1C 861, Location: I80-I15 INTCHG.@ 2400 SO. (Lat: 40.721453, Lng: -111.903219), Route carried "on" structure: Alternate Interstate 15, Year Built: 1999, Status: Open, Structure Length: 14.28m (46.85ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: RT.POND,.& UTA TRACKS
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.680, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 15NR3, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 26.1m (85.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1C 861, Location: I80-I15 INTCHG.@ 2400 SO. (Lat: 40.721453, Lng: -111.903219), Route carried "on" structure: Alternate Interstate 15, Year Built: 1999, Status: Open, Structure Length: 14.28m (46.85ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: RT.POND,.& UTA TRACKS
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.680, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 15NR3, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 26.1m (85.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 618N, Location: APPROX. 300 W.3400 SOUTH (Lat: 40.693758, Lng: -111.902450), Route carried "on" structure: Interstate 15, Year Built: 1999, Status: Open, Structure Length: 9.56m (31.36ft), Average Daily Traffic: 209,401 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 261,751 (year 2040), Design Load: HS 25 or greater, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 488.196, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.4m (93.2ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.3m (125.7ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 618N, Location: APPROX. 300 W.3400 SOUTH (Lat: 40.693758, Lng: -111.902450), Route carried "on" structure: Interstate 15, Year Built: 1999, Status: Open, Structure Length: 9.56m (31.36ft), Average Daily Traffic: 209,401 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 261,751 (year 2040), Design Load: HS 25 or greater, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 488.196, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.4m (93.2ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.3m (125.7ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 619N, Location: 3300 SOUTH INTERCHANGE (Lat: 40.699431, Lng: -111.901853), Route carried "on" structure: Interstate 15, Year Built: 1999, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 192,683 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 240,854 (year 2040), Design Load: HS 20, Features Intersected: SR-171,3300 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 488.835, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.8m (81.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 69.0m (226.4ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 619N, Location: 3300 SOUTH INTERCHANGE (Lat: 40.699431, Lng: -111.901853), Route carried "on" structure: Interstate 15, Year Built: 1999, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 192,683 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 240,854 (year 2040), Design Load: HS 20, Features Intersected: SR-171,3300 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 488.835, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.8m (81.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 69.0m (226.4ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 622, Location: I15,I80,SR201 INT.@2400 S (Lat: 40.720900, Lng: -111.903478), Route carried "on" structure: Ramp Interstate 15, Year Built: 2000, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRAINAGE WATER RET. POND
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.663, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 15PR3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 622, Location: I15,I80,SR201 INT.@2400 S (Lat: 40.720900, Lng: -111.903478), Route carried "on" structure: Ramp Interstate 15, Year Built: 2000, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRAINAGE WATER RET. POND
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.663, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 15PR3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 628, Location: 2400 SOUTH INTERCHANGE (Lat: 40.717769, Lng: -111.904317), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 9.64m (31.63ft), Average Daily Traffic: 192,683 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 240,854 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-80 EBL & COL-DIST.
Minimum Vertical Clearance: 7.22m (23.69ft), Kilometerpoint: 490.891, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 628, Location: 2400 SOUTH INTERCHANGE (Lat: 40.717769, Lng: -111.904317), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 9.64m (31.63ft), Average Daily Traffic: 192,683 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 240,854 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-80 EBL & COL-DIST.
Minimum Vertical Clearance: 7.22m (23.69ft), Kilometerpoint: 490.891, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 629, Location: I15,I80,SR201 INT.@2400 S (Lat: 40.717444, Lng: -111.904022), Route carried "on" structure: Ramp Interstate 15, Year Built: 2000, Status: Open, Structure Length: 17.19m (56.40ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-80 EBL.& EB.COL-DI
Minimum Vertical Clearance: 7.02m (23.03ft), Kilometerpoint: 0.276, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.1m (118.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 629, Location: I15,I80,SR201 INT.@2400 S (Lat: 40.717444, Lng: -111.904022), Route carried "on" structure: Ramp Interstate 15, Year Built: 2000, Status: Open, Structure Length: 17.19m (56.40ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-80 EBL.& EB.COL-DI
Minimum Vertical Clearance: 7.02m (23.03ft), Kilometerpoint: 0.276, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.1m (118.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 630N, Location: 450 WEST 2100 SOUTH, SLC. (Lat: 40.725064, Lng: -111.904181), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 270,324 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 337,905 (year 2040), Design Load: HS 25 or greater, Features Intersected: 2100 SOUTH STREET
Minimum Vertical Clearance: 8.62m (28.28ft), Kilometerpoint: 491.701, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.6m (93.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 630N, Location: 450 WEST 2100 SOUTH, SLC. (Lat: 40.725064, Lng: -111.904181), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 270,324 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 337,905 (year 2040), Design Load: HS 25 or greater, Features Intersected: 2100 SOUTH STREET
Minimum Vertical Clearance: 8.62m (28.28ft), Kilometerpoint: 491.701, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.6m (93.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 631, Location: 2100 SOUTH INTERCHANGE (Lat: 40.725064, Lng: -111.903556), Route carried "on" structure: Interstate 15, Year Built: 1999, Status: Open, Structure Length: 4.52m (14.83ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: 2100 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.6m (77.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.3m (145.3ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 631, Location: 2100 SOUTH INTERCHANGE (Lat: 40.725064, Lng: -111.903556), Route carried "on" structure: Interstate 15, Year Built: 1999, Status: Open, Structure Length: 4.52m (14.83ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: 2100 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.6m (77.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.3m (145.3ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C 838, Location: E.of 900 W.INTCHG.@2 (Lat: 40.723900, Lng: -111.914239), Route carried "on" structure: State highway 15, Year Built: 2000, Status: Open, Structure Length: 30.24m (99.21ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: ON-RAMP,900 W.toSR-201EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.518, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 15PR3, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 64.2m (210.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2C 838, Location: E.of 900 W.INTCHG.@2 (Lat: 40.723900, Lng: -111.914239), Route carried "on" structure: State highway 15, Year Built: 2000, Status: Open, Structure Length: 30.24m (99.21ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: ON-RAMP,900 W.toSR-201EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.518, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 15PR3, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 64.2m (210.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C 839, Location: I-15,SR-201 INT.@ 2400 SO (Lat: 40.723797, Lng: -111.912053), Route carried "on" structure: Ramp State highway 201, Year Built: 2000, Status: Open, Structure Length: 11.75m (38.55ft), Average Daily Traffic: 15,981 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 19,976 (year 2040), Design Load: HS 25 or greater, Features Intersected: UPRR ROPER YARDS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.460, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.0m (154.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2C 839, Location: I-15,SR-201 INT.@ 2400 SO (Lat: 40.723797, Lng: -111.912053), Route carried "on" structure: Ramp State highway 201, Year Built: 2000, Status: Open, Structure Length: 11.75m (38.55ft), Average Daily Traffic: 15,981 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 19,976 (year 2040), Design Load: HS 25 or greater, Features Intersected: UPRR ROPER YARDS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.460, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.0m (154.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C 844, Location: I15,I80,SR201 INT.@2400 S (Lat: 40.724036, Lng: -111.910508), Route carried "on" structure: State highway 15, Year Built: 2001, Status: Open, Structure Length: 69.20m (227.03ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-15, UPRR & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.833, Lanes on structure: 2, Lanes under structure: 25, Base Highway Network: Yes (Inventory Route: 15PR3, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 101.1m (331.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2C 844, Location: I15,I80,SR201 INT.@2400 S (Lat: 40.724036, Lng: -111.910508), Route carried "on" structure: State highway 15, Year Built: 2001, Status: Open, Structure Length: 69.20m (227.03ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: I-15, UPRR & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.833, Lanes on structure: 2, Lanes under structure: 25, Base Highway Network: Yes (Inventory Route: 15PR3, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 101.1m (331.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C 845, Location: I15,I80,SR201 INT.@2400 S (Lat: 40.724442, Lng: -111.909925), Route carried "on" structure: State highway 15, Year Built: 2000, Status: Open, Structure Length: 59.94m (196.65ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: UPRR,600W & I-15SB D
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.218, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 15PR3, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 16.6m (54.5ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 82.1m (269.4ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2C 845, Location: I15,I80,SR201 INT.@2400 S (Lat: 40.724442, Lng: -111.909925), Route carried "on" structure: State highway 15, Year Built: 2000, Status: Open, Structure Length: 59.94m (196.65ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: UPRR,600W & I-15SB D
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.218, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 15PR3, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 16.6m (54.5ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 82.1m (269.4ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C 854, Location: 2400 SO. 200 WEST, SO.SL. (Lat: 40.718081, Lng: -111.897339), Route carried "on" structure: Interstate 80, Year Built: 2000, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 129,858 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 162,323 (year 2040), Design Load: HS 25 or greater, Features Intersected: UTA LIGHT RAIL TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 198.034, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2C 854, Location: 2400 SO. 200 WEST, SO.SL. (Lat: 40.718081, Lng: -111.897339), Route carried "on" structure: Interstate 80, Year Built: 2000, Status: Open, Structure Length: 4.32m (14.17ft), Average Daily Traffic: 129,858 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 162,323 (year 2040), Design Load: HS 25 or greater, Features Intersected: UTA LIGHT RAIL TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 198.034, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C 956, Location: 2400 South 300 East,So.SL (Lat: 40.718142, Lng: -111.882917), Route carried "on" structure: Interstate 80, Year Built: 2008, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 117,829 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 147,286 (year 2040), Design Load: HL 93, Features Intersected: 300 EAST STREET in So.SL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.252, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2C 956, Location: 2400 South 300 East,So.SL (Lat: 40.718142, Lng: -111.882917), Route carried "on" structure: Interstate 80, Year Built: 2008, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 117,829 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 147,286 (year 2040), Design Load: HL 93, Features Intersected: 300 EAST STREET in So.SL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.252, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C 957, Location: 2400 South 500 East, SLC (Lat: 40.718147, Lng: -111.877167), Route carried "on" structure: Interstate 80, Year Built: 2008, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 117,829 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 147,286 (year 2040), Design Load: HL 93, Features Intersected: 500 EAST STREET in SLC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.738, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2C 957, Location: 2400 South 500 East, SLC (Lat: 40.718147, Lng: -111.877167), Route carried "on" structure: Interstate 80, Year Built: 2008, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 117,829 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 147,286 (year 2040), Design Load: HL 93, Features Intersected: 500 EAST STREET in SLC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.738, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2F 621E, Location: 2150 SOUTH 900 WEST, SLC (Lat: 40.724158, Lng: -111.917911), Route carried "on" structure: State highway 201, Year Built: 2000, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 94,191 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 117,739 (year 2040), Design Load: HS 25 or greater, Features Intersected: 900 WEST ST.,INTCHG.X-RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.503, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 67.5m (221.5ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2F 621E, Location: 2150 SOUTH 900 WEST, SLC (Lat: 40.724158, Lng: -111.917911), Route carried "on" structure: State highway 201, Year Built: 2000, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 94,191 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 117,739 (year 2040), Design Load: HS 25 or greater, Features Intersected: 900 WEST ST.,INTCHG.X-RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.503, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 67.5m (221.5ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2F 624, Location: 2410 SO. 300 W in SO. SL. (Lat: 40.717856, Lng: -111.900189), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: 300 WEST STREET, Facility Carried by Structure: SR-80 (I-80) EBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.538, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 15PR3, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2F 624, Location: 2410 SO. 300 W in SO. SL. (Lat: 40.717856, Lng: -111.900189), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: 300 WEST STREET, Facility Carried by Structure: SR-80 (I-80) EBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.538, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 15PR3, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2F 625, Location: 2410 SOUTH 300 WEST,SO.SL (Lat: 40.717683, Lng: -111.900183), Route carried "on" structure: Ramp Interstate 15, Year Built: 2000, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: 300 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.851, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2F 625, Location: 2410 SOUTH 300 WEST,SO.SL (Lat: 40.717683, Lng: -111.900183), Route carried "on" structure: Ramp Interstate 15, Year Built: 2000, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 25 or greater, Features Intersected: 300 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.851, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2F 626E, Location: 2400 SO Main in SO.SL. (Lat: 40.718100, Lng: -111.891600), Route carried "on" structure: Interstate 80, Year Built: 2000, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 129,858 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 162,323 (year 2040), Design Load: HS 25 or greater, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 198.520, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.5m (67.3ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2F 626E, Location: 2400 SO Main in SO.SL. (Lat: 40.718100, Lng: -111.891600), Route carried "on" structure: Interstate 80, Year Built: 2000, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 129,858 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 162,323 (year 2040), Design Load: HS 25 or greater, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 198.520, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.5m (67.3ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2F 627, Location: 2410 SO. MAIN in SO.SL. (Lat: 40.718000, Lng: -111.891578), Route carried "on" structure: Ramp Interstate 80, Year Built: 2000, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 7,905 (year 2020), Truck Traffic: 58%, Average Future Daily Traffic: 9,881 (year 2040), Design Load: HS 25 or greater, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.255, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2F 627, Location: 2410 SO. MAIN in SO.SL. (Lat: 40.718000, Lng: -111.891578), Route carried "on" structure: Ramp Interstate 80, Year Built: 2000, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 7,905 (year 2020), Truck Traffic: 58%, Average Future Daily Traffic: 9,881 (year 2040), Design Load: HS 25 or greater, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.255, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2F 651E, Location: 2400 SOUTH WEST TEMPLE (Lat: 40.718122, Lng: -111.894406), Route carried "on" structure: Interstate 80, Year Built: 2000, Status: Open, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 129,858 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 162,323 (year 2040), Design Load: HS 25 or greater, Features Intersected: WEST TEMPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 198.282, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.8m (97.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2F 651E, Location: 2400 SOUTH WEST TEMPLE (Lat: 40.718122, Lng: -111.894406), Route carried "on" structure: Interstate 80, Year Built: 2000, Status: Open, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 129,858 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 162,323 (year 2040), Design Load: HS 25 or greater, Features Intersected: WEST TEMPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 198.282, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.8m (97.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3C 859, Location: I80-I15 INTCHG.@ 240 (Lat: 40.719486, Lng: -111.904731), Route carried "on" structure: Interstate 15, Year Built: 1999, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 192,683 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 240,854 (year 2040), Design Load: HS 25 or greater, Features Intersected: I80EBL & RAMP FROM S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 490.896, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.3m (145.3ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3C 859, Location: I80-I15 INTCHG.@ 240 (Lat: 40.719486, Lng: -111.904731), Route carried "on" structure: Interstate 15, Year Built: 1999, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 192,683 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 240,854 (year 2040), Design Load: HS 25 or greater, Features Intersected: I80EBL & RAMP FROM S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 490.896, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.3m (145.3ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3C 860S, Location: 400 WEST 2250 SO., SO.SL. (Lat: 40.722697, Lng: -111.904689), Route carried "on" structure: Interstate 15, Year Built: 1999, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 270,324 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 337,905 (year 2040), Design Load: HS 25 or greater, Features Intersected: ANDY AVE.(2250 S.)&
Minimum Vertical Clearance: 7.02m (23.03ft), Kilometerpoint: 491.253, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.2m (135.2ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 57.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3C 860S, Location: 400 WEST 2250 SO., SO.SL. (Lat: 40.722697, Lng: -111.904689), Route carried "on" structure: Interstate 15, Year Built: 1999, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 270,324 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 337,905 (year 2040), Design Load: HS 25 or greater, Features Intersected: ANDY AVE.(2250 S.)&
Minimum Vertical Clearance: 7.02m (23.03ft), Kilometerpoint: 491.253, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.2m (135.2ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 57.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3C 862, Location: 450 WEST 2250 SO., SO.SL. (Lat: 40.722692, Lng: -111.905044), Route carried "on" structure: Ramp Interstate 80, Year Built: 1999, Status: Open, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 129,858 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 162,323 (year 2040), Design Load: HS 25 or greater, Features Intersected: ANDY AVE.(2250 S.)&
Minimum Vertical Clearance: 7.91m (25.95ft), Kilometerpoint: 196.926, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3C 862, Location: 450 WEST 2250 SO., SO.SL. (Lat: 40.722692, Lng: -111.905044), Route carried "on" structure: Ramp Interstate 80, Year Built: 1999, Status: Open, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 129,858 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 162,323 (year 2040), Design Load: HS 25 or greater, Features Intersected: ANDY AVE.(2250 S.)&
Minimum Vertical Clearance: 7.91m (25.95ft), Kilometerpoint: 196.926, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 618S, Location: APPROX. 300 W.3400 SOUTH (Lat: 40.695267, Lng: -111.902250), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 209,401 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 261,751 (year 2040), Design Load: HS 25 or greater, Features Intersected: UPRR and UTA TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 488.183, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.9m (130.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.3m (125.7ft), Curb-To-Curb Width: 31.0m (101.7ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 618S, Location: APPROX. 300 W.3400 SOUTH (Lat: 40.695267, Lng: -111.902250), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 209,401 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 261,751 (year 2040), Design Load: HS 25 or greater, Features Intersected: UPRR and UTA TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 488.183, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.9m (130.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.3m (125.7ft), Curb-To-Curb Width: 31.0m (101.7ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 619S, Location: 3300 SOUTH INTERCHANGE (Lat: 40.700375, Lng: -111.902503), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 209,401 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 261,751 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-171, 33RD SOUTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 488.758, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.8m (81.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 69.0m (226.4ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 619S, Location: 3300 SOUTH INTERCHANGE (Lat: 40.700375, Lng: -111.902503), Route carried "on" structure: Interstate 15, Year Built: 2000, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 209,401 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 261,751 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-171, 33RD SOUTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 488.758, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.8m (81.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 69.0m (226.4ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing