Bridge Statistics for West Valley City, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 83Number of bridges
- 574ft / 175mTotal length
- $3,891,000Total costs
- 2,269,606Total average daily traffic
- 339,869Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Valley City
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 211970-1979
- 141980-1989
- 101990-1999
- 62000-2009
- 132010-2019
- 162020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 15.6%Very good
- 44.4%Good
- 37.8%Satisfactory
- 2.2%Fair
- Bridge Condition - Superstructure
- 40.0%Very good
- 26.7%Good
- 24.4%Satisfactory
- 8.9%Fair
- Bridge Condition - Substructure
- 22.2%Very good
- 46.7%Good
- 28.9%Satisfactory
- 2.2%Fair
- Bridge Condition - Channel
- 14.8%Very good
- 55.6%Good
- 22.2%Satisfactory
- 7.4%Fair
- Bridge Condition - Culverts
- 8.3%Very good
- 41.7%Good
- 50.0%Satisfactory
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Structure Number: 35001E, Location: 2740 S. 3200 W., W.VALLEY (Lat: 40.711083, Lng: -111.967581), Route carried "on" structure: City street 2094, Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 11,729 (year 2020), Average Future Daily Traffic: 14,661 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESTERFIELD DRAIN-CO., Facility Carried by Structure: 3200 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.369, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, 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: 16.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 35001E, Location: 2740 S. 3200 W., W.VALLEY (Lat: 40.711083, Lng: -111.967581), Route carried "on" structure: City street 2094, Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 11,729 (year 2020), Average Future Daily Traffic: 14,661 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESTERFIELD DRAIN-CO., Facility Carried by Structure: 3200 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.369, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, 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: 16.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 35002E, Location: 2740 S. 3600 W., W.VALLEY (Lat: 40.711197, Lng: -111.971972), Route carried "on" structure: City street 2162, Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,424 (year 2020), Average Future Daily Traffic: 13,030 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESTERFIELD DRAIN-CO., Facility Carried by Structure: 3600 AND 3560 W.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.421, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: 14.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 35002E, Location: 2740 S. 3600 W., W.VALLEY (Lat: 40.711197, Lng: -111.971972), Route carried "on" structure: City street 2162, Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,424 (year 2020), Average Future Daily Traffic: 13,030 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESTERFIELD DRAIN-CO., Facility Carried by Structure: 3600 AND 3560 W.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.421, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: 14.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 35008E, Location: 2740 S. 2700 W., W.VALLEY (Lat: 40.711125, Lng: -111.958025), Route carried "on" structure: City street 2040, Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 9,494 (year 2020), Average Future Daily Traffic: 11,868 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESTERFIELD DRAIN-CO., Facility Carried by Structure: 2700 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.897, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, 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: 14.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 35008E, Location: 2740 S. 2700 W., W.VALLEY (Lat: 40.711125, Lng: -111.958025), Route carried "on" structure: City street 2040, Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 9,494 (year 2020), Average Future Daily Traffic: 11,868 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESTERFIELD DRAIN-CO., Facility Carried by Structure: 2700 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.897, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, 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: 14.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 35023E, Location: 2700 S.DECKER LN,W.VALLEY (Lat: 40.710881, Lng: -111.938942), Route carried "on" structure: City street 68, Year Built: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 23,354 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 29,193 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESTERFIELD DRAIN-CO., Facility Carried by Structure: VARIOUS RDWYS+UTA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.130, Lanes on structure: 8, Owner: Town or Township Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft)
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: 17.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 35023E, Location: 2700 S.DECKER LN,W.VALLEY (Lat: 40.710881, Lng: -111.938942), Route carried "on" structure: City street 68, Year Built: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 23,354 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 29,193 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESTERFIELD DRAIN-CO., Facility Carried by Structure: VARIOUS RDWYS+UTA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.130, Lanes on structure: 8, Owner: Town or Township Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft)
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: 17.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 35026F, Location: 4030 S. 6000 W., W.VALLEY (Lat: 40.683500, Lng: -112.034333), Route carried "on" structure: City street 2157, Year Built: 1978, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 625 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 6000 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.787, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: 25.6 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35026F, Location: 4030 S. 6000 W., W.VALLEY (Lat: 40.683500, Lng: -112.034333), Route carried "on" structure: City street 2157, Year Built: 1978, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 625 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 6000 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.787, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: 25.6 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35027D, Location: 3925 S. 6800 W., W.VALLEY (Lat: 40.686039, Lng: -112.053583), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 10,540 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,806 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 6800 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.035, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, 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: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35027D, Location: 3925 S. 6800 W., W.VALLEY (Lat: 40.686039, Lng: -112.053583), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 10,540 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,806 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 6800 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.035, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, 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: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35028D, Location: 5650 W. 4100 S., W.VALLEY (Lat: 40.682075, Lng: -112.026658), Route carried "on" structure: City street 2172, Year Built: 1960, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 18,032 (year 2020), Average Future Daily Traffic: 22,540 (year 2040), Design Load: HL 93, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 4100 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.507, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 41.5m (136.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 20.7 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: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35028D, Location: 5650 W. 4100 S., W.VALLEY (Lat: 40.682075, Lng: -112.026658), Route carried "on" structure: City street 2172, Year Built: 1960, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 18,032 (year 2020), Average Future Daily Traffic: 22,540 (year 2040), Design Load: HL 93, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 4100 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.507, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 41.5m (136.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 20.7 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: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35029F, Location: 4200 S. 5400 W., W.VALLEY (Lat: 40.679875, Lng: -112.019967), Route carried "on" structure: City street 2147, Year Built: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 625 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 5400 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.365, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35029F, Location: 4200 S. 5400 W., W.VALLEY (Lat: 40.679875, Lng: -112.019967), Route carried "on" structure: City street 2147, Year Built: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 625 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 5400 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.365, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35030D, Location: 4390 S. 4800 W., W.VALLEY (Lat: 40.674658, Lng: -112.005639), Route carried "on" structure: City street 2156, Year Built: 1991, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 9,195 (year 2020), Average Future Daily Traffic: 11,494 (year 2040), Design Load: HL 93, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 4800 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.157, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35030D, Location: 4390 S. 4800 W., W.VALLEY (Lat: 40.674658, Lng: -112.005639), Route carried "on" structure: City street 2156, Year Built: 1991, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 9,195 (year 2020), Average Future Daily Traffic: 11,494 (year 2040), Design Load: HL 93, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 4800 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.157, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35047F, Location: 4570 S. DARTMOTH DR,W.VAL (Lat: 40.670692, Lng: -111.997078), Route carried "on" structure: City street 2121, Year Built: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 625 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: DARTMOTH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.423, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.4 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 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35047F, Location: 4570 S. DARTMOTH DR,W.VAL (Lat: 40.670692, Lng: -111.997078), Route carried "on" structure: City street 2121, Year Built: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 625 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: DARTMOTH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.423, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.4 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 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35070D, Location: 3950 W. 2700 S., W.VALLEY (Lat: 40.711853, Lng: -111.984192), Route carried "on" structure: City street 2162, Year Built: 1998, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 2,978 (year 2020), Average Future Daily Traffic: 3,723 (year 2040), Design Load: HS 20+Mod, Features Intersected: RELOCATED RITER CANAL, Facility Carried by Structure: PARKWAY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.384, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35070D, Location: 3950 W. 2700 S., W.VALLEY (Lat: 40.711853, Lng: -111.984192), Route carried "on" structure: City street 2162, Year Built: 1998, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 2,978 (year 2020), Average Future Daily Traffic: 3,723 (year 2040), Design Load: HS 20+Mod, Features Intersected: RELOCATED RITER CANAL, Facility Carried by Structure: PARKWAY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.384, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35109D, Location: 2420 S. 4085 W., W.VALLEY (Lat: 40.717617, Lng: -111.988961), Route carried "on" structure: City street 2233, Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,978 (year 2020), Average Future Daily Traffic: 3,723 (year 2040), Design Load: HS 20+Mod, Features Intersected: RELOCATED RITER CANAL, Facility Carried by Structure: LAKE PARK BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.078, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Good, 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: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35109D, Location: 2420 S. 4085 W., W.VALLEY (Lat: 40.717617, Lng: -111.988961), Route carried "on" structure: City street 2233, Year Built: 1998, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,978 (year 2020), Average Future Daily Traffic: 3,723 (year 2040), Design Load: HS 20+Mod, Features Intersected: RELOCATED RITER CANAL, Facility Carried by Structure: LAKE PARK BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.078, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Good, 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: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35119F, Location: 1585 W. 2495 S., W.VALLEY (Lat: 40.716989, Lng: -111.935453), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,103 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,340 (year 2040), Design Load: HL 93, Features Intersected: BRIGHTON CANAL, Facility Carried by Structure: 2495 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Fair, Superstructure: Fair, 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: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35119F, Location: 1585 W. 2495 S., W.VALLEY (Lat: 40.716989, Lng: -111.935453), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,103 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,340 (year 2040), Design Load: HL 93, Features Intersected: BRIGHTON CANAL, Facility Carried by Structure: 2495 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Fair, Superstructure: Fair, 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: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35120F, Location: 1500 W. 2590 S., W.VALLEY (Lat: 40.714269, Lng: -111.935108), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 1,103 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,340 (year 2040), Design Load: HL 93, Features Intersected: BRIGHTON CANAL, Facility Carried by Structure: 2590 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.095, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35120F, Location: 1500 W. 2590 S., W.VALLEY (Lat: 40.714269, Lng: -111.935108), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 1,103 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,340 (year 2040), Design Load: HL 93, Features Intersected: BRIGHTON CANAL, Facility Carried by Structure: 2590 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.095, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35138E, Location: 4100 S. 2700 W., W.VALLEY (Lat: 40.681864, Lng: -111.957992), Route carried "on" structure: City street 2040, Year Built: 1968, Year Reconstructed: 1971, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 16,551 (year 2020), Average Future Daily Traffic: 20,689 (year 2040), Design Load: HL 93, Features Intersected: NORTH JORDAN CANAL, Facility Carried by Structure: 4100 S. AND 2700
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.648, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Channel: Satisfactory, 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: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35138E, Location: 4100 S. 2700 W., W.VALLEY (Lat: 40.681864, Lng: -111.957992), Route carried "on" structure: City street 2040, Year Built: 1968, Year Reconstructed: 1971, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 16,551 (year 2020), Average Future Daily Traffic: 20,689 (year 2040), Design Load: HL 93, Features Intersected: NORTH JORDAN CANAL, Facility Carried by Structure: 4100 S. AND 2700
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.648, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Channel: Satisfactory, 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: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35166D, Location: 4750 W. 2650 S., W.VALLEY (Lat: 40.712064, Lng: -112.004258), Route carried "on" structure: City street 2233, Year Built: 1998, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 10,965 (year 2020), Average Future Daily Traffic: 13,706 (year 2040), Design Load: HS 20+Mod, Features Intersected: RELOCATED RITER CANAL, Facility Carried by Structure: LAKE PARK.BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.073, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35166D, Location: 4750 W. 2650 S., W.VALLEY (Lat: 40.712064, Lng: -112.004258), Route carried "on" structure: City street 2233, Year Built: 1998, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 10,965 (year 2020), Average Future Daily Traffic: 13,706 (year 2040), Design Load: HS 20+Mod, Features Intersected: RELOCATED RITER CANAL, Facility Carried by Structure: LAKE PARK.BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.073, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35167D, Location: 4300 W. 2700 S., W.VALLEY (Lat: 40.711136, Lng: -111.991825), Route carried "on" structure: City street 2233, Year Built: 1998, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 10,965 (year 2020), Average Future Daily Traffic: 13,706 (year 2040), Design Load: HS 20+Mod, Features Intersected: GOLF COURSE DRNG. CHAN., Facility Carried by Structure: LAKE PARK BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.158, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.9 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: 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: High priority of replacement, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35167D, Location: 4300 W. 2700 S., W.VALLEY (Lat: 40.711136, Lng: -111.991825), Route carried "on" structure: City street 2233, Year Built: 1998, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 10,965 (year 2020), Average Future Daily Traffic: 13,706 (year 2040), Design Load: HS 20+Mod, Features Intersected: GOLF COURSE DRNG. CHAN., Facility Carried by Structure: LAKE PARK BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.158, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.9 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: 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: High priority of replacement, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35168D, Location: 4675 S. 4150 W., W.VALLEY (Lat: 40.668256, Lng: -111.989600), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 630 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 765 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CANAL, Facility Carried by Structure: MIDWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.067, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 38.2 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: 29.8 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: 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: Monolithic Concrete
Structure Number: 35168D, Location: 4675 S. 4150 W., W.VALLEY (Lat: 40.668256, Lng: -111.989600), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 630 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 765 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CANAL, Facility Carried by Structure: MIDWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.067, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 38.2 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: 29.8 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: 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: Monolithic Concrete
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Structure Number: C 659, Location: 2500 W 3100 SO.-W.VALLEY (Lat: 40.703917, Lng: -111.953525), Route carried "on" structure: Alternate County highway 2246, Year Built: 1976, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 12,315 (year 2020), Average Future Daily Traffic: 15,394 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-215 (SR-215) NBL & SBL, Facility Carried by Structure: 3100 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.029, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.7 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: 53.1 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: Equal to present minimum 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: Bituminous, Membrane: Built-up
Structure Number: C 659, Location: 2500 W 3100 SO.-W.VALLEY (Lat: 40.703917, Lng: -111.953525), Route carried "on" structure: Alternate County highway 2246, Year Built: 1976, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 12,315 (year 2020), Average Future Daily Traffic: 15,394 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-215 (SR-215) NBL & SBL, Facility Carried by Structure: 3100 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.029, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.7 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: 53.1 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: Equal to present minimum 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: Bituminous, Membrane: Built-up
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Structure Number: C 662, Location: 2500 W.2700 SO.-W.VALLEY (Lat: 40.712231, Lng: -111.954200), Route carried "on" structure: City street 2162, Year Built: 1976, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 9,710 (year 2020), Average Future Daily Traffic: 12,138 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-215 (SR-215) NB and SB, Facility Carried by Structure: 2700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,992,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: C 662, Location: 2500 W.2700 SO.-W.VALLEY (Lat: 40.712231, Lng: -111.954200), Route carried "on" structure: City street 2162, Year Built: 1976, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 9,710 (year 2020), Average Future Daily Traffic: 12,138 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-215 (SR-215) NB and SB, Facility Carried by Structure: 2700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,992,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: C 762, Location: SR-111 AT BACCHUS (Lat: 40.665842, Lng: -112.091217), Route carried "on" structure: Other road 111, Year Built: 1986, Status: Open, Structure Length: 5.13m (16.83ft), Average Daily Traffic: 11,926 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 14,908 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-111, Facility Carried by Structure: PLANT ACCESS Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.253, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: 70.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C 762, Location: SR-111 AT BACCHUS (Lat: 40.665842, Lng: -112.091217), Route carried "on" structure: Other road 111, Year Built: 1986, Status: Open, Structure Length: 5.13m (16.83ft), Average Daily Traffic: 11,926 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 14,908 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-111, Facility Carried by Structure: PLANT ACCESS Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.253, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: 70.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: D 809, Location: 1000 W 3300 SO. SLC (Lat: 40.699436, Lng: -111.924858), Route carried "on" structure: State highway 171, Year Built: 1975, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 27,719 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 34,649 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 14.185, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 59.3 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: 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: D 809, Location: 1000 W 3300 SO. SLC (Lat: 40.699436, Lng: -111.924858), Route carried "on" structure: State highway 171, Year Built: 1975, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 27,719 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 34,649 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 14.185, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 59.3 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: 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: E1833, Location: 2750 SO.2600 W.W.VALLEY (Lat: 40.711136, Lng: -111.953419), Route carried "on" structure: Interstate 215, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 92,750 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 115,938 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESTERFIELD DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.860, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $25,000, Total Project Cost: $411,000
Structure Number: E1833, Location: 2750 SO.2600 W.W.VALLEY (Lat: 40.711136, Lng: -111.953419), Route carried "on" structure: Interstate 215, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 92,750 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 115,938 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESTERFIELD DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.860, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.5m (136.2ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $25,000, Total Project Cost: $411,000
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Structure Number: E2372, Location: APPROX. 2700 SO. 3950 W. (Lat: 40.708336, Lng: -111.980092), Route carried "on" structure: State highway 154, Year Built: 1991, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 36,518 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 45,648 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESTERFIELD DRAIN
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 31.811, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 71.3 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: 48.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: E2372, Location: APPROX. 2700 SO. 3950 W. (Lat: 40.708336, Lng: -111.980092), Route carried "on" structure: State highway 154, Year Built: 1991, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 36,518 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 45,648 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHESTERFIELD DRAIN
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 31.811, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 71.3 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: 48.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: E2421, Location: 4130 SOUTH 5600 WEST-WV (Lat: 40.681242, Lng: -112.024739), Route carried "on" structure: State highway 172, Year Built: 1997, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 25,168 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 31,460 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH and SALT LAKE CAN
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 4.739, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.2 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: 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: 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: November 2020
Structure Number: E2421, Location: 4130 SOUTH 5600 WEST-WV (Lat: 40.681242, Lng: -112.024739), Route carried "on" structure: State highway 172, Year Built: 1997, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 25,168 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 31,460 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH and SALT LAKE CAN
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 4.739, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.2 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: 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: 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: November 2020
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Structure Number: F 522, Location: 4000 W.& 2100 SO.INTC (Lat: 40.725475, Lng: -111.986292), Route carried "on" structure: State highway 154, Year Built: 1986, Status: Open, Structure Length: 6.39m (20.96ft), Average Daily Traffic: 33,227 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 41,534 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-201 EBL & WBL
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 33.821, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 34.8m (114.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.3 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: 33.0 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F 522, Location: 4000 W.& 2100 SO.INTC (Lat: 40.725475, Lng: -111.986292), Route carried "on" structure: State highway 154, Year Built: 1986, Status: Open, Structure Length: 6.39m (20.96ft), Average Daily Traffic: 33,227 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 41,534 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-201 EBL & WBL
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 33.821, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 34.8m (114.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.3 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: 33.0 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: F 523, Location: 5600 W. & 2100 S. INTCHG (Lat: 40.725447, Lng: -112.024897), Route carried "on" structure: State highway 172, Year Built: 1986, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 15,136 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 18,920 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-201
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 9.647, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 31.0m (101.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 29.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F 523, Location: 5600 W. & 2100 S. INTCHG (Lat: 40.725447, Lng: -112.024897), Route carried "on" structure: State highway 172, Year Built: 1986, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 15,136 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 18,920 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-201
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 9.647, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 31.0m (101.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 29.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: 1C 52, Location: 3500 SOUTH INT.-W.VALLEY (Lat: 40.696192, Lng: -111.952172), Route carried "on" structure: Interstate 215, Year Built: 1975, Status: Open, Structure Length: 7.37m (24.18ft), Average Daily Traffic: 93,857 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 117,321 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-171 (3500 SOUTH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.198, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 56.5m (185.4ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.4 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: Somewhat better than minimum adequacy, 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: 1C 52, Location: 3500 SOUTH INT.-W.VALLEY (Lat: 40.696192, Lng: -111.952172), Route carried "on" structure: Interstate 215, Year Built: 1975, Status: Open, Structure Length: 7.37m (24.18ft), Average Daily Traffic: 93,857 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 117,321 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-171 (3500 SOUTH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.198, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 56.5m (185.4ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.4 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: Somewhat better than minimum adequacy, 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: 1C 617, Location: 2100 SOUTH INTERCHANGE (Lat: 40.724864, Lng: -111.951114), Route carried "on" structure: Interstate 215, Year Built: 1975, Year Reconstructed: 2018, Status: Open, Structure Length: 8.65m (28.38ft), Average Daily Traffic: 92,750 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 115,938 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-201, 2100 SOUTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.408, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1C 617, Location: 2100 SOUTH INTERCHANGE (Lat: 40.724864, Lng: -111.951114), Route carried "on" structure: Interstate 215, Year Built: 1975, Year Reconstructed: 2018, Status: Open, Structure Length: 8.65m (28.38ft), Average Daily Traffic: 92,750 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 115,938 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-201, 2100 SOUTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.408, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1C 663, Location: 2300 W.3800 S.IN W.VALLEY (Lat: 40.689206, Lng: -111.951589), Route carried "on" structure: Interstate 215, Year Built: 1976, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 93,857 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 117,321 (year 2040), Design Load: HL 93, Features Intersected: 3800 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.421, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.7 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: 45.0 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: High priority of replacement, Underclear: Equal to present minimum criteria, 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: Bituminous, Membrane: Preformed Fabric
Structure Number: 1C 663, Location: 2300 W.3800 S.IN W.VALLEY (Lat: 40.689206, Lng: -111.951589), Route carried "on" structure: Interstate 215, Year Built: 1976, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 93,857 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 117,321 (year 2040), Design Load: HL 93, Features Intersected: 3800 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.421, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.7 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: 45.0 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: High priority of replacement, Underclear: Equal to present minimum criteria, 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: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1C 664, Location: 3500 SOUTH INT.-W.VALLEY (Lat: 40.696372, Lng: -111.950172), Route carried "on" structure: Ramp Interstate 215, Year Built: 1976, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 25,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 31,875 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-171, 3500 SOUTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.208, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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, Membrane: Preformed Fabric
Structure Number: 1C 664, Location: 3500 SOUTH INT.-W.VALLEY (Lat: 40.696372, Lng: -111.950172), Route carried "on" structure: Ramp Interstate 215, Year Built: 1976, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 25,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 31,875 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-171, 3500 SOUTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.208, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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, Membrane: Preformed Fabric
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Structure Number: 1C1035, Location: 5900 W Wolverine Way (Lat: 40.679864, Lng: -112.030453), Route carried "on" structure: State highway 85, Year Built: 2017, Status: Open, Structure Length: 1.96m (6.43ft), Average Daily Traffic: 8,787 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,984 (year 2040), Design Load: HL 93, Features Intersected: Wolverine Way (4185S)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.297, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.0 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: 36.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1C1035, Location: 5900 W Wolverine Way (Lat: 40.679864, Lng: -112.030453), Route carried "on" structure: State highway 85, Year Built: 2017, Status: Open, Structure Length: 1.96m (6.43ft), Average Daily Traffic: 8,787 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,984 (year 2040), Design Load: HL 93, Features Intersected: Wolverine Way (4185S)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.297, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.0 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: 36.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 862, Location: 5400 W Upper Ridge Rd (Lat: 40.657792, Lng: -112.041494), Route carried "on" structure: State highway 85, Year Built: 2017, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 8,787 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,984 (year 2040), Design Load: HL 93, Features Intersected: 5400 S, Facility Carried by Structure: NB MVC Ramp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.658, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.9 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 862, Location: 5400 W Upper Ridge Rd (Lat: 40.657792, Lng: -112.041494), Route carried "on" structure: State highway 85, Year Built: 2017, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 8,787 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,984 (year 2040), Design Load: HL 93, Features Intersected: 5400 S, Facility Carried by Structure: NB MVC Ramp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.658, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.9 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 864, Location: 5900 W 4700 S (Lat: 40.667381, Lng: -112.032703), Route carried "on" structure: State highway 85, Year Built: 2017, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 8,787 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,984 (year 2040), Design Load: HL 93, Features Intersected: 4700 South
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.929, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.3 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 864, Location: 5900 W 4700 S (Lat: 40.667381, Lng: -112.032703), Route carried "on" structure: State highway 85, Year Built: 2017, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 8,787 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,984 (year 2040), Design Load: HL 93, Features Intersected: 4700 South
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.929, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.3 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: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 867, Location: 5900 W 4600 S (Lat: 40.668608, Lng: -112.032414), Route carried "on" structure: State highway 85, Year Built: 2017, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 8,787 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,984 (year 2040), Design Load: HL 93, Features Intersected: Bacchus Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.058, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 51.8 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: 36.9 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 867, Location: 5900 W 4600 S (Lat: 40.668608, Lng: -112.032414), Route carried "on" structure: State highway 85, Year Built: 2017, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 8,787 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,984 (year 2040), Design Load: HL 93, Features Intersected: Bacchus Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.058, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 51.8 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: 36.9 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 871, Location: 5900 W 4415 S (Lat: 40.674303, Lng: -112.030553), Route carried "on" structure: State highway 85, Year Built: 2017, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 8,787 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,984 (year 2040), Design Load: HL 93, Features Intersected: Cape Cod Dr (4415 S)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.686, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 45.0 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: 35.0 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 871, Location: 5900 W 4415 S (Lat: 40.674303, Lng: -112.030553), Route carried "on" structure: State highway 85, Year Built: 2017, Status: Open, Structure Length: 2.12m (6.96ft), Average Daily Traffic: 8,787 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 10,984 (year 2040), Design Load: HL 93, Features Intersected: Cape Cod Dr (4415 S)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.686, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 45.0 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: 35.0 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C 936, Location: At the intchg. with SR-68 (Lat: 40.723997, Lng: -111.939433), Route carried "on" structure: State highway 201, Year Built: 2006, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 94,191 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 117,739 (year 2040), Design Load: HL 93, Features Intersected: SR-68, REDWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.685, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 59.6 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, 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: 2C 936, Location: At the intchg. with SR-68 (Lat: 40.723997, Lng: -111.939433), Route carried "on" structure: State highway 201, Year Built: 2006, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 94,191 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 117,739 (year 2040), Design Load: HL 93, Features Intersected: SR-68, REDWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.685, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 59.6 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2F 620E, Location: WEST OF 900 WEST INTCHG. (Lat: 40.724236, Lng: -111.924694), Route carried "on" structure: State highway 201, Year Built: 1999, Status: Open, Structure Length: 7.78m (25.52ft), Average Daily Traffic: 94,191 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 117,739 (year 2040), Design Load: HS 25 or greater, Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.930, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.5 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2F 620E, Location: WEST OF 900 WEST INTCHG. (Lat: 40.724236, Lng: -111.924694), Route carried "on" structure: State highway 201, Year Built: 1999, Status: Open, Structure Length: 7.78m (25.52ft), Average Daily Traffic: 94,191 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 117,739 (year 2040), Design Load: HS 25 or greater, Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.930, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 34 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.5 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3C 52, Location: 3500 SOUTH INT.-W.VALLEY (Lat: 40.696978, Lng: -111.952628), Route carried "on" structure: Interstate 215, Year Built: 1975, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 92,750 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 115,938 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-171,3500 SOUTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.389, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.5m (165.7ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.9 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: 43.4 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, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $902,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,488,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 3C 52, Location: 3500 SOUTH INT.-W.VALLEY (Lat: 40.696978, Lng: -111.952628), Route carried "on" structure: Interstate 215, Year Built: 1975, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 92,750 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 115,938 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-171,3500 SOUTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.389, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.5m (165.7ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.9 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: 43.4 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, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $902,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,488,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay