Bridge Statistics for Salt Lake City, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 320Number of bridges
- 5,259ft / 1,603mTotal length
- $3,818,000Total costs
- 13,297,491Total average daily traffic
- 1,807,931Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Salt Lake City
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 41950-1959
- 411960-1969
- 121970-1979
- 801980-1989
- 481990-1999
- 1062000-2009
- 182010-2019
- 92020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 41980-1989
- 71990-1999
- 52000-2009
- 92010-2019
- Bridge Condition - Deck
- 2.2%Very good
- 28.9%Good
- 56.1%Satisfactory
- 12.8%Fair
- Bridge Condition - Superstructure
- 14.4%Very good
- 52.8%Good
- 24.4%Satisfactory
- 7.2%Fair
- 1.1%Poor
- Bridge Condition - Substructure
- 3.3%Very good
- 53.9%Good
- 30.6%Satisfactory
- 11.7%Fair
- 0.6%Poor
- Bridge Condition - Channel
- 14.3%Very good
- 45.7%Good
- 34.3%Satisfactory
- 5.7%Fair
- Bridge Condition - Culverts
- 40.0%Good
- 50.0%Satisfactory
- 10.0%Fair
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Structure Number: 35019C, Location: 1200 WEST 2100 SOUTH, SLC (Lat: 40.725911, Lng: -111.926503), Route carried "on" structure: City street 2269, Year Built: 2005, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 4,695 (year 2020), Average Future Daily Traffic: 5,869 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 2100 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.052, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.1m (95.5ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: 34.7 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35019C, Location: 1200 WEST 2100 SOUTH, SLC (Lat: 40.725911, Lng: -111.926503), Route carried "on" structure: City street 2269, Year Built: 2005, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 4,695 (year 2020), Average Future Daily Traffic: 5,869 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 2100 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.052, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.1m (95.5ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: 34.7 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 35091F, Location: 1150 WEST 1700 SOUTH, SLC (Lat: 40.733500, Lng: -111.923511), Route carried "on" structure: City street 2254, Year Built: 1976, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 11,065 (year 2020), Average Future Daily Traffic: 13,831 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 1700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.916, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35091F, Location: 1150 WEST 1700 SOUTH, SLC (Lat: 40.733500, Lng: -111.923511), Route carried "on" structure: City street 2254, Year Built: 1976, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 11,065 (year 2020), Average Future Daily Traffic: 13,831 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 1700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.916, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35092F, Location: 1500 WEST 1700 SOUTH, SLC (Lat: 40.733139, Lng: -111.933408), Route carried "on" structure: City street 2254, Year Built: 1976, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 11,065 (year 2020), Average Future Daily Traffic: 13,831 (year 2040), Design Load: HS 20+Mod, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: 1700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.079, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: 25.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35092F, Location: 1500 WEST 1700 SOUTH, SLC (Lat: 40.733139, Lng: -111.933408), Route carried "on" structure: City street 2254, Year Built: 1976, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 11,065 (year 2020), Average Future Daily Traffic: 13,831 (year 2040), Design Load: HS 20+Mod, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: 1700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.079, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: 25.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35093C, Location: 1100 WEST 1300 SOUTH, SLC (Lat: 40.740450, Lng: -111.923014), Route carried "on" structure: City street 2290, Year Built: 2000, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 9,258 (year 2020), Average Future Daily Traffic: 11,573 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN RIVER, Facility Carried by Structure: CALIFORNIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.722, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 32.4 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, Waterway Adequacy: Equal 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: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35093C, Location: 1100 WEST 1300 SOUTH, SLC (Lat: 40.740450, Lng: -111.923014), Route carried "on" structure: City street 2290, Year Built: 2000, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 9,258 (year 2020), Average Future Daily Traffic: 11,573 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN RIVER, Facility Carried by Structure: CALIFORNIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.722, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: 32.4 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, Waterway Adequacy: Equal 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: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35094P, Location: 1100 WEST 1100 SOUTH, SLC (Lat: 40.745339, Lng: -111.921164), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN RIVER, Facility Carried by Structure: FREMONT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.035, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.6m (90.6ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: 23.0 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, Waterway Adequacy: Equal to present minimum 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
Structure Number: 35094P, Location: 1100 WEST 1100 SOUTH, SLC (Lat: 40.745339, Lng: -111.921164), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN RIVER, Facility Carried by Structure: FREMONT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.035, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.6m (90.6ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: 23.0 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, Waterway Adequacy: Equal to present minimum 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
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Structure Number: 35095D, Location: 1050 WEST 850 SOUTH,SLC. (Lat: 40.751456, Lng: -111.921331), Route carried "on" structure: City street 2292, Year Built: 1948, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 8,707 (year 2020), Average Future Daily Traffic: 10,884 (year 2040), Design Load: H 15, Features Intersected: JORDAN RIVER, Facility Carried by Structure: INDIANA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.254, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 15.2 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: 13.9 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: High priority of corrective action, Deck Geometry: High priority of replacement, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35095D, Location: 1050 WEST 850 SOUTH,SLC. (Lat: 40.751456, Lng: -111.921331), Route carried "on" structure: City street 2292, Year Built: 1948, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 8,707 (year 2020), Average Future Daily Traffic: 10,884 (year 2040), Design Load: H 15, Features Intersected: JORDAN RIVER, Facility Carried by Structure: INDIANA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.254, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 15.2 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: 13.9 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: High priority of corrective action, Deck Geometry: High priority of replacement, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35096P, Location: 700 SOUTH 1135 WEST, SLC (Lat: 40.754100, Lng: -111.923111), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,309 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.4 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: 25.9 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, Waterway Adequacy: Equal 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: Galvanized Reinforcing
Structure Number: 35096P, Location: 700 SOUTH 1135 WEST, SLC (Lat: 40.754100, Lng: -111.923111), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,309 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.4 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: 25.9 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, Waterway Adequacy: Equal 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: Galvanized Reinforcing
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Structure Number: 35097F, Location: 1130 WEST 500 SOUTH, SLC (Lat: 40.758500, Lng: -111.923400), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 2,293 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,786 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 500 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.110, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.2 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: 32.4 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Underwater Inspection Date: July 2019, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35097F, Location: 1130 WEST 500 SOUTH, SLC (Lat: 40.758500, Lng: -111.923400), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 2,293 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,786 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 500 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.110, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.2 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: 32.4 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Underwater Inspection Date: July 2019, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35098D, Location: 1140 WEST 400 SOUTH, SLC (Lat: 40.760631, Lng: -111.923056), Route carried "on" structure: City street 2250, Year Built: 1964, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 13,190 (year 2020), Average Future Daily Traffic: 16,488 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 400 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.814, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 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: 16.2 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35098D, Location: 1140 WEST 400 SOUTH, SLC (Lat: 40.760631, Lng: -111.923056), Route carried "on" structure: City street 2250, Year Built: 1964, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 13,190 (year 2020), Average Future Daily Traffic: 16,488 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 400 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.814, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 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: 16.2 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35099D, Location: 1150 WEST 300 SOUTH, SLC (Lat: 40.762806, Lng: -111.924311), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 2,243 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,725 (year 2040), Design Load: H 15, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 300 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.038, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 14.3 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: 13.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35099D, Location: 1150 WEST 300 SOUTH, SLC (Lat: 40.762806, Lng: -111.924311), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 2,243 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,725 (year 2040), Design Load: H 15, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 300 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.038, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 14.3 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: 13.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35100F, Location: 1200 WEST 200 SOUTH, SLC (Lat: 40.764981, Lng: -111.926342), Route carried "on" structure: City street 2322, Year Built: 1956, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 4,198 (year 2020), Average Future Daily Traffic: 5,248 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.160, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35100F, Location: 1200 WEST 200 SOUTH, SLC (Lat: 40.764981, Lng: -111.926342), Route carried "on" structure: City street 2322, Year Built: 1956, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 4,198 (year 2020), Average Future Daily Traffic: 5,248 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.160, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35101C, Location: 2200 WEST 850 SOUTH, SLC (Lat: 40.750167, Lng: -111.953044), Route carried "on" structure: City street 2292, Year Built: 1989, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 4,128 (year 2020), Average Future Daily Traffic: 5,160 (year 2040), Design Load: HS 20+Mod, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: 850 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.455, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 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: 32.4 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35101C, Location: 2200 WEST 850 SOUTH, SLC (Lat: 40.750167, Lng: -111.953044), Route carried "on" structure: City street 2292, Year Built: 1989, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 4,128 (year 2020), Average Future Daily Traffic: 5,160 (year 2040), Design Load: HS 20+Mod, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: 850 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.455, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 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: 32.4 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: July 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: 35102F, Location: 2300 WEST 500 SOUTH, SLC (Lat: 40.758422, Lng: -111.958372), Route carried "on" structure: City street 2250, Year Built: 1994, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 5,724 (year 2020), Average Future Daily Traffic: 7,155 (year 2040), Design Load: HS 20+Mod, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: 500 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.771, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.2m (102.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: 25.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35102F, Location: 2300 WEST 500 SOUTH, SLC (Lat: 40.758422, Lng: -111.958372), Route carried "on" structure: City street 2250, Year Built: 1994, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 5,724 (year 2020), Average Future Daily Traffic: 7,155 (year 2040), Design Load: HS 20+Mod, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: 500 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.771, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.2m (102.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: 25.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 35103E, Location: ENTRANCE TO SL.INT.AIRPT. (Lat: 40.773072, Lng: -111.986981), Route carried "on" structure: City street 2370, Year Built: 1980, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 20,284 (year 2020), Average Future Daily Traffic: 25,355 (year 2040), Design Load: HS 20+Mod, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: AIRPORT EXIT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.939, Lanes on structure: 5, Owner: Local Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 10.4 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 35103E, Location: ENTRANCE TO SL.INT.AIRPT. (Lat: 40.773072, Lng: -111.986981), Route carried "on" structure: City street 2370, Year Built: 1980, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 20,284 (year 2020), Average Future Daily Traffic: 25,355 (year 2040), Design Load: HS 20+Mod, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: AIRPORT EXIT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.939, Lanes on structure: 5, Owner: Local Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 10.4 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 35104E, Location: ENTRANCE TO SL.INT.AIRPT. (Lat: 40.772553, Lng: -111.985769), Route carried "on" structure: City street 2370, Year Built: 1980, Year Reconstructed: 2011, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20,284 (year 2020), Average Future Daily Traffic: 25,355 (year 2040), Design Load: HL 93, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: AIRPT.ENTR.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Local Agency, Approaching Roadway Width: 25.9m (85.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.3m (17.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.8 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: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35104E, Location: ENTRANCE TO SL.INT.AIRPT. (Lat: 40.772553, Lng: -111.985769), Route carried "on" structure: City street 2370, Year Built: 1980, Year Reconstructed: 2011, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20,284 (year 2020), Average Future Daily Traffic: 25,355 (year 2040), Design Load: HL 93, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: AIRPT.ENTR.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Local Agency, Approaching Roadway Width: 25.9m (85.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.3m (17.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.8 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: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35106F, Location: 1550 WEST 1000 NORTH, SLC (Lat: 40.791069, Lng: -111.935767), Route carried "on" structure: City street 2378, Year Built: 1960, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 10,255 (year 2020), Average Future Daily Traffic: 12,819 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 1000 NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to 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: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35106F, Location: 1550 WEST 1000 NORTH, SLC (Lat: 40.791069, Lng: -111.935767), Route carried "on" structure: City street 2378, Year Built: 1960, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 10,255 (year 2020), Average Future Daily Traffic: 12,819 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 1000 NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to 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: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35107F, Location: 1500 WEST 650 NORTH, SLC (Lat: 40.784386, Lng: -111.936547), Route carried "on" structure: City street 2354, Year Built: 1965, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 14,993 (year 2020), Average Future Daily Traffic: 18,741 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 650 NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.067, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.1m (72.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 30.8 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: 20.1 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35107F, Location: 1500 WEST 650 NORTH, SLC (Lat: 40.784386, Lng: -111.936547), Route carried "on" structure: City street 2354, Year Built: 1965, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 14,993 (year 2020), Average Future Daily Traffic: 18,741 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 650 NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.067, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.1m (72.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 30.8 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: 20.1 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35108D, Location: 1650 WEST 500 NORTH, SLC (Lat: 40.780197, Lng: -111.938236), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,188 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,873 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 500 NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.5 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: 42.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35108D, Location: 1650 WEST 500 NORTH, SLC (Lat: 40.780197, Lng: -111.938236), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,188 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,873 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN RIVER, Facility Carried by Structure: 500 NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.5 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: 42.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35122F, Location: SO.OF 7200 W.I-80 INTCHG. (Lat: 40.769117, Lng: -112.063025), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 277 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 337 (year 2040), Design Load: HS 20+Mod, Features Intersected: PRIVATE ACCESS ROAD, Facility Carried by Structure: 7200 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.440, Lanes on structure: 5, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.2 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: 38.9 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: 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: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35122F, Location: SO.OF 7200 W.I-80 INTCHG. (Lat: 40.769117, Lng: -112.063025), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 277 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 337 (year 2040), Design Load: HS 20+Mod, Features Intersected: PRIVATE ACCESS ROAD, Facility Carried by Structure: 7200 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.440, Lanes on structure: 5, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.2 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: 38.9 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: 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: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35145F, Location: 5TH TO 7TH W. ON 1300 S. (Lat: 40.741561, Lng: -111.910458), Route carried "on" structure: City street 2290, Year Built: 1975, Year Reconstructed: 2015, Status: Posted for load, Structure Length: 29.11m (95.51ft), Average Daily Traffic: 15,527 (year 2020), Average Future Daily Traffic: 19,409 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR, Facility Carried by Structure: 1300 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.814, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 9, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 18.5 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: 11.7 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35145F, Location: 5TH TO 7TH W. ON 1300 S. (Lat: 40.741561, Lng: -111.910458), Route carried "on" structure: City street 2290, Year Built: 1975, Year Reconstructed: 2015, Status: Posted for load, Structure Length: 29.11m (95.51ft), Average Daily Traffic: 15,527 (year 2020), Average Future Daily Traffic: 19,409 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR, Facility Carried by Structure: 1300 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.814, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 9, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 18.5 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: 11.7 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 35150D, Location: ADJACENT TO SLC AIRPORT (Lat: 40.771297, Lng: -111.975700), Route carried "on" structure: City street , Year Built: 1956, Status: Posted for load, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 2,583 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,138 (year 2040), Design Load: H 15, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: GOLF CR. ENTR. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.184, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 12.3 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: 8.4 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35150D, Location: ADJACENT TO SLC AIRPORT (Lat: 40.771297, Lng: -111.975700), Route carried "on" structure: City street , Year Built: 1956, Status: Posted for load, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 2,583 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,138 (year 2040), Design Load: H 15, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: GOLF CR. ENTR. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.184, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 12.3 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: 8.4 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35152C, Location: CAL. AVE. AND REDWOOD RD. (Lat: 40.740747, Lng: -111.940075), Route carried "on" structure: City street 2290, Year Built: 1989, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 15,802 (year 2020), Average Future Daily Traffic: 19,753 (year 2040), Design Load: HS 20+Mod, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: CALIFORNIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.278, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.2 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: 44.7 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35152C, Location: CAL. AVE. AND REDWOOD RD. (Lat: 40.740747, Lng: -111.940075), Route carried "on" structure: City street 2290, Year Built: 1989, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 15,802 (year 2020), Average Future Daily Traffic: 19,753 (year 2040), Design Load: HS 20+Mod, Features Intersected: SURPLUS CANAL, Facility Carried by Structure: CALIFORNIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.278, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.2 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: 44.7 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: 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: January 2022, 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: 35191C, Location: Salt Lake City Airport (Lat: 40.773386, Lng: -111.985892), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 2,520 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,062 (year 2040), Design Load: HS 20+Mod, Features Intersected: NB.ENTRANCE TO AIRPORT, Facility Carried by Structure: EXIT FROM AIRPORT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.286, Lanes on structure: 2, Lanes under structure: 4, Owner: Local Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.6m (133.2ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
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: 36.3 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: High priority of corrective action, 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: 35191C, Location: Salt Lake City Airport (Lat: 40.773386, Lng: -111.985892), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 2,520 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,062 (year 2040), Design Load: HS 20+Mod, Features Intersected: NB.ENTRANCE TO AIRPORT, Facility Carried by Structure: EXIT FROM AIRPORT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.286, Lanes on structure: 2, Lanes under structure: 4, Owner: Local Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.6m (133.2ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
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: 36.3 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: High priority of corrective action, 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: 35192F, Location: Salt Lake City Airport (Lat: 40.774167, Lng: -111.986267), Route carried "on" structure: Business Other road , Year Built: 2006, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HS 20+Mod, Features Intersected: AIRPORT ROAD, Facility Carried by Structure: SB to NB RETURN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.025, Lanes on structure: 2, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.4 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: 40.5 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: Equal to present minimum 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: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35192F, Location: Salt Lake City Airport (Lat: 40.774167, Lng: -111.986267), Route carried "on" structure: Business Other road , Year Built: 2006, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HS 20+Mod, Features Intersected: AIRPORT ROAD, Facility Carried by Structure: SB to NB RETURN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.025, Lanes on structure: 2, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.4 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: 40.5 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: Equal to present minimum 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: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35193C, Location: SW of Airport (Lat: 40.777147, Lng: -111.990906), Route carried "on" structure: Other road 2370, Year Built: 2005, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 20,284 (year 2020), Average Future Daily Traffic: 25,355 (year 2040), Design Load: HS 20+Mod, Features Intersected: SB.EXIT FROM AIRPORT, Facility Carried by Structure: ACCESS to PARKING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.360, Lanes on structure: 1, Lanes under structure: 6, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, 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: 40.5 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: High priority of corrective action, Underclear: High priority of corrective action, 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: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35193C, Location: SW of Airport (Lat: 40.777147, Lng: -111.990906), Route carried "on" structure: Other road 2370, Year Built: 2005, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 20,284 (year 2020), Average Future Daily Traffic: 25,355 (year 2040), Design Load: HS 20+Mod, Features Intersected: SB.EXIT FROM AIRPORT, Facility Carried by Structure: ACCESS to PARKING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.360, Lanes on structure: 1, Lanes under structure: 6, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, 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: 40.5 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: High priority of corrective action, Underclear: High priority of corrective action, 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: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35194C, Location: SLC international airport (Lat: 40.773383, Lng: -111.987303), Route carried "on" structure: Alternate Other road , Year Built: 2005, Status: Open, Structure Length: 4.59m (15.06ft), Average Daily Traffic: 1,008 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,225 (year 2040), Design Load: HS 20+Mod, Features Intersected: SB. EXIT FROM AIRPORT, Facility Carried by Structure: X-BAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.167, Lanes on structure: 2, Lanes under structure: 3, Owner: Local Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.0m (147.6ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.6 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: 56.7 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35194C, Location: SLC international airport (Lat: 40.773383, Lng: -111.987303), Route carried "on" structure: Alternate Other road , Year Built: 2005, Status: Open, Structure Length: 4.59m (15.06ft), Average Daily Traffic: 1,008 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,225 (year 2040), Design Load: HS 20+Mod, Features Intersected: SB. EXIT FROM AIRPORT, Facility Carried by Structure: X-BAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.167, Lanes on structure: 2, Lanes under structure: 3, Owner: Local Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.0m (147.6ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.6 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: 56.7 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: 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: January 2022, 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: 35195C, Location: SALT LAKE AIRPORT (Lat: 40.777800, Lng: -111.980600), Route carried "on" structure: Business City street 2370, Year Built: 2006, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 20,284 (year 2020), Average Future Daily Traffic: 25,355 (year 2040), Design Load: HS 20+Mod, Features Intersected: NB LANES TO AIRPORT, Facility Carried by Structure: AIRPORT SHUTTLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.764, Lanes on structure: 1, Lanes under structure: 6, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.9m (127.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 83.9 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: 48.0 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, 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: 35195C, Location: SALT LAKE AIRPORT (Lat: 40.777800, Lng: -111.980600), Route carried "on" structure: Business City street 2370, Year Built: 2006, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 20,284 (year 2020), Average Future Daily Traffic: 25,355 (year 2040), Design Load: HS 20+Mod, Features Intersected: NB LANES TO AIRPORT, Facility Carried by Structure: AIRPORT SHUTTLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.764, Lanes on structure: 1, Lanes under structure: 6, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.9m (127.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 83.9 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: 48.0 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, 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: 35209D, Location: 1150 W. N. TEMPLE, SLC (Lat: 40.771436, Lng: -111.926297), Route carried "on" structure: City street 2330, Year Built: 2010, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 12,840 (year 2020), Average Future Daily Traffic: 16,050 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: NORTH TEMPLE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.785, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.0 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: 19.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35209D, Location: 1150 W. N. TEMPLE, SLC (Lat: 40.771436, Lng: -111.926297), Route carried "on" structure: City street 2330, Year Built: 2010, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 12,840 (year 2020), Average Future Daily Traffic: 16,050 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER, Facility Carried by Structure: NORTH TEMPLE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.785, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.0 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: 19.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35214C, Location: 500 TO 600 W. N.TEMPLE ST (Lat: 40.771467, Lng: -111.906467), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,500 (year 2040), Design Load: HL 93, Features Intersected: UPRR AND UTA-FRONT RUN, Facility Carried by Structure: NORTH TEMPLE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.152, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.5m (57.4ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 59.4m (194.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, 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: 62.5 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35214C, Location: 500 TO 600 W. N.TEMPLE ST (Lat: 40.771467, Lng: -111.906467), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,500 (year 2040), Design Load: HL 93, Features Intersected: UPRR AND UTA-FRONT RUN, Facility Carried by Structure: NORTH TEMPLE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.152, Lanes on structure: 4, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.5m (57.4ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 59.4m (194.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, 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: 62.5 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35225D, Location: South Temple (Lat: 40.769358, Lng: -111.890083), Route carried "on" structure: Business City street 2328, Year Built: 2009, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 12,214 (year 2020), Average Future Daily Traffic: 15,268 (year 2040), Features Intersected: City Creek Parking, Facility Carried by Structure: South Temple
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.800, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 97.2 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35225D, Location: South Temple (Lat: 40.769358, Lng: -111.890083), Route carried "on" structure: Business City street 2328, Year Built: 2009, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 12,214 (year 2020), Average Future Daily Traffic: 15,268 (year 2040), Features Intersected: City Creek Parking, Facility Carried by Structure: South Temple
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.800, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 97.2 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35226D, Location: Main St. SLC (Lat: 40.767169, Lng: -111.889886), Route carried "on" structure: City street 2326, Year Built: 2008, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 13,729 (year 2020), Average Future Daily Traffic: 17,161 (year 2040), Features Intersected: City Creek Parking, Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.335, Lanes on structure: 2, Lanes under structure: 1, Owner: Private, Approaching Roadway Width: 10.8m (35.4ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.6m (15.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 6.5 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: 3.2 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35226D, Location: Main St. SLC (Lat: 40.767169, Lng: -111.889886), Route carried "on" structure: City street 2326, Year Built: 2008, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 13,729 (year 2020), Average Future Daily Traffic: 17,161 (year 2040), Features Intersected: City Creek Parking, Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.335, Lanes on structure: 2, Lanes under structure: 1, Owner: Private, Approaching Roadway Width: 10.8m (35.4ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.6m (15.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 6.5 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: 3.2 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35227D, Location: Main St. S.of S. Temple (Lat: 40.768114, Lng: -111.891094), Route carried "on" structure: City street 2148, Year Built: 1996, Status: Open, Structure Length: 9.13m (29.95ft), Average Daily Traffic: 7,605 (year 2020), Average Future Daily Traffic: 9,506 (year 2040), Features Intersected: City Creek Parking, Facility Carried by Structure: Main St / S Temple
Minimum Vertical Clearance: 6.35m (20.83ft), Kilometerpoint: 10.868, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 16.2 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: Meets minimum limits, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 35227D, Location: Main St. S.of S. Temple (Lat: 40.768114, Lng: -111.891094), Route carried "on" structure: City street 2148, Year Built: 1996, Status: Open, Structure Length: 9.13m (29.95ft), Average Daily Traffic: 7,605 (year 2020), Average Future Daily Traffic: 9,506 (year 2040), Features Intersected: City Creek Parking, Facility Carried by Structure: Main St / S Temple
Minimum Vertical Clearance: 6.35m (20.83ft), Kilometerpoint: 10.868, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 16.2 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: Meets minimum limits, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
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Structure Number: 35229D, Location: West Temple to Nordstrom (Lat: 40.767914, Lng: -111.893956), Route carried "on" structure: City street 2324, Year Built: 2008, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 23,099 (year 2020), Average Future Daily Traffic: 28,874 (year 2040), Design Load: HS 20+Mod, Features Intersected: City Creek Parking, Facility Carried by Structure: West Temple
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.807, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.4m (11.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.3 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 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35229D, Location: West Temple to Nordstrom (Lat: 40.767914, Lng: -111.893956), Route carried "on" structure: City street 2324, Year Built: 2008, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 23,099 (year 2020), Average Future Daily Traffic: 28,874 (year 2040), Design Load: HS 20+Mod, Features Intersected: City Creek Parking, Facility Carried by Structure: West Temple
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.807, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.4m (11.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.3 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 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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: 35230D, Location: LDS Conference Center (Lat: 40.772164, Lng: -111.893956), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 22,060 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 27,575 (year 2040), Features Intersected: Conference Center Park, Facility Carried by Structure: West Temple
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.068, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 6.2m (20.3ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 22.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35230D, Location: LDS Conference Center (Lat: 40.772164, Lng: -111.893956), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 22,060 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 27,575 (year 2040), Features Intersected: Conference Center Park, Facility Carried by Structure: West Temple
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.068, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 6.2m (20.3ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 22.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35235V, Location: City Creek/Main St Plaza (Lat: 40.769347, Lng: -111.890378), Route carried "on" structure: City street 2328, Year Built: 2007, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 12,231 (year 2020), Average Future Daily Traffic: 15,289 (year 2040), Features Intersected: Parking, Facility Carried by Structure: South Temple
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.026, Lanes on structure: 4, Lanes under structure: 2, Owner: Private, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft)
Condition: Culverts: Fair, 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: 16.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 35235V, Location: City Creek/Main St Plaza (Lat: 40.769347, Lng: -111.890378), Route carried "on" structure: City street 2328, Year Built: 2007, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 12,231 (year 2020), Average Future Daily Traffic: 15,289 (year 2040), Features Intersected: Parking, Facility Carried by Structure: South Temple
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.026, Lanes on structure: 4, Lanes under structure: 2, Owner: Private, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft)
Condition: Culverts: Fair, 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: 16.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: C 369, Location: 1400 WEST 200 SOUTH, SLC (Lat: 40.765350, Lng: -111.932908), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 1989, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 56,191 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 70,239 (year 2040), Design Load: HS 20+Mod, Features Intersected: 200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 190.643, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 35.9m (117.8ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 33.0 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: 28.5 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 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: C 369, Location: 1400 WEST 200 SOUTH, SLC (Lat: 40.765350, Lng: -111.932908), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 1989, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 56,191 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 70,239 (year 2040), Design Load: HS 20+Mod, Features Intersected: 200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 190.643, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 35.9m (117.8ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 33.0 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: 28.5 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 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: C 377, Location: 1500 WEST 200 SOUTH, SLC (Lat: 40.765736, Lng: -111.935244), Route carried "on" structure: Interstate 80, Year Built: 1967, Year Reconstructed: 1989, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 56,191 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 70,239 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 190.441, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 35.9m (117.8ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 48.3 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 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C 377, Location: 1500 WEST 200 SOUTH, SLC (Lat: 40.765736, Lng: -111.935244), Route carried "on" structure: Interstate 80, Year Built: 1967, Year Reconstructed: 1989, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 56,191 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 70,239 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 190.441, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 35.9m (117.8ft), Out-to-Out Width: 37.8m (124.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 48.3 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 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 24 months, Inspection Date: December 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: C 401, Location: 1000 SO.300 WEST-SLC. (Lat: 40.747353, Lng: -111.900647), Route carried "on" structure: State highway 15, Year Built: 1967, Year Reconstructed: 2017, Status: Open, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 20+Mod, Features Intersected: 300 WEST STREET & UP
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 1.202, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.1 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: 39.9 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C 401, Location: 1000 SO.300 WEST-SLC. (Lat: 40.747353, Lng: -111.900647), Route carried "on" structure: State highway 15, Year Built: 1967, Year Reconstructed: 2017, Status: Open, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 20+Mod, Features Intersected: 300 WEST STREET & UP
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 1.202, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.1 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: 39.9 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing