Bridge Statistics for Mountain Green, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 203ft / 61.7mTotal length
- 202,141Total average daily traffic
- 61,727Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mountain Green
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11950-1959
- 91960-1969
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 42000-2009
- Bridge Condition - Deck
- 10.0%Good
- 80.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 70.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Substructure
- 10.0%Good
- 60.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 45.5%Good
- 45.5%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 29006C, Location: IN MOUNTAIN GREEN (Lat: 41.140578, Lng: -111.786672), Route carried "on" structure: County highway 1978, Year Built: 1930, Year Reconstructed: 1992, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5,170 (year 2020), Average Future Daily Traffic: 6,463 (year 2040), Design Load: H 15, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.179, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 29006C, Location: IN MOUNTAIN GREEN (Lat: 41.140578, Lng: -111.786672), Route carried "on" structure: County highway 1978, Year Built: 1930, Year Reconstructed: 1992, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5,170 (year 2020), Average Future Daily Traffic: 6,463 (year 2040), Design Load: H 15, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.179, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 25 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29017C, Location: SOUTH OF MTN. GREEN INT. (Lat: 41.136683, Lng: -111.827236), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 13 (year 2020), Average Future Daily Traffic: 16 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER, Facility Carried by Structure: SPEC.SERV.DIST.RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.116, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 25 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 29017C, Location: SOUTH OF MTN. GREEN INT. (Lat: 41.136683, Lng: -111.827236), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 13 (year 2020), Average Future Daily Traffic: 16 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER, Facility Carried by Structure: SPEC.SERV.DIST.RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.116, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 25 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: D 261, Location: 1 MILE EAST MT.GREEN INT. (Lat: 41.142328, Lng: -111.811436), Route carried "on" structure: State highway 167, Year Built: 1927, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 9,340 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,675 (year 2040), Design Load: H 15, Features Intersected: GORDON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.636, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: D 261, Location: 1 MILE EAST MT.GREEN INT. (Lat: 41.142328, Lng: -111.811436), Route carried "on" structure: State highway 167, Year Built: 1927, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 9,340 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,675 (year 2040), Design Load: H 15, Features Intersected: GORDON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.636, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: E1377, Location: MOUNTAIN GREEN (Lat: 41.138592, Lng: -111.811503), Route carried "on" structure: Interstate 84, Year Built: 2005, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 14,887 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 18,609 (year 2040), Design Load: HS 20+Mod, Features Intersected: GORDON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.289, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: E1377, Location: MOUNTAIN GREEN (Lat: 41.138592, Lng: -111.811503), Route carried "on" structure: Interstate 84, Year Built: 2005, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 14,887 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 18,609 (year 2040), Design Load: HS 20+Mod, Features Intersected: GORDON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.289, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: E2522, Location: 1.2 MI EAST MT.GREEN INT. (Lat: 41.142500, Lng: -111.806625), Route carried "on" structure: State highway 167, Year Built: 2005, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 9,340 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,675 (year 2040), Design Load: HL 93, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.041, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: E2522, Location: 1.2 MI EAST MT.GREEN INT. (Lat: 41.142500, Lng: -111.806625), Route carried "on" structure: State highway 167, Year Built: 2005, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 9,340 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 11,675 (year 2040), Design Load: HL 93, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.041, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: E2524, Location: IN MOUNTAIN GREEN (Lat: 41.138311, Lng: -111.808236), Route carried "on" structure: Interstate 84, Year Built: 2005, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 14,887 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 18,609 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.565, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.1m (82.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 73.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: E2524, Location: IN MOUNTAIN GREEN (Lat: 41.138311, Lng: -111.808236), Route carried "on" structure: Interstate 84, Year Built: 2005, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 14,887 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 18,609 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.565, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.1m (82.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 73.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 2C 476, Location: BELOW UP&L RESERVOIR (Lat: 41.138494, Lng: -111.856450), Route carried "on" structure: Interstate 84, Year Built: 1965, Year Reconstructed: 2009, Status: Open, Structure Length: 17.75m (58.23ft), Average Daily Traffic: 20,010 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 25,013 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER AND UPRR
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 146.442, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2C 476, Location: BELOW UP&L RESERVOIR (Lat: 41.138494, Lng: -111.856450), Route carried "on" structure: Interstate 84, Year Built: 1965, Year Reconstructed: 2009, Status: Open, Structure Length: 17.75m (58.23ft), Average Daily Traffic: 20,010 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 25,013 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER AND UPRR
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 146.442, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2D 751, Location: MOUNTAIN GREEN INTERCHG. (Lat: 41.138228, Lng: -111.828964), Route carried "on" structure: Interstate 84, Year Built: 1966, Year Reconstructed: 2012, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 20,010 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 25,013 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-167, INT. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.810, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.2 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: 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2D 751, Location: MOUNTAIN GREEN INTERCHG. (Lat: 41.138228, Lng: -111.828964), Route carried "on" structure: Interstate 84, Year Built: 1966, Year Reconstructed: 2012, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 20,010 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 25,013 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-167, INT. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.810, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.2 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: 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2F 97, Location: 1.4 MI.EAST MT.GREEN INT. (Lat: 41.137925, Lng: -111.803750), Route carried "on" structure: Interstate 84, Year Built: 1966, Year Reconstructed: 2012, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 14,887 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 18,609 (year 2040), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.944, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2F 97, Location: 1.4 MI.EAST MT.GREEN INT. (Lat: 41.137925, Lng: -111.803750), Route carried "on" structure: Interstate 84, Year Built: 1966, Year Reconstructed: 2012, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 14,887 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 18,609 (year 2040), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.944, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4C 476, Location: BELOW UP&L RESERVOIR (Lat: 41.139392, Lng: -111.854636), Route carried "on" structure: Interstate 84, Year Built: 1965, Year Reconstructed: 2008, Status: Open, Structure Length: 17.75m (58.23ft), Average Daily Traffic: 20,010 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 25,013 (year 2040), Design Load: HS 20, Features Intersected: WEBER RIVER AND UPRR
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 146.432, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4C 476, Location: BELOW UP&L RESERVOIR (Lat: 41.139392, Lng: -111.854636), Route carried "on" structure: Interstate 84, Year Built: 1965, Year Reconstructed: 2008, Status: Open, Structure Length: 17.75m (58.23ft), Average Daily Traffic: 20,010 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 25,013 (year 2040), Design Load: HS 20, Features Intersected: WEBER RIVER AND UPRR
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 146.432, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4D 751, Location: MOUNTAIN GREEN INTERCHG. (Lat: 41.138428, Lng: -111.828492), Route carried "on" structure: Interstate 84, Year Built: 1966, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 20,010 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 25,013 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-167, INT. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.663, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.2 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: 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 4D 751, Location: MOUNTAIN GREEN INTERCHG. (Lat: 41.138428, Lng: -111.828492), Route carried "on" structure: Interstate 84, Year Built: 1966, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 20,010 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 25,013 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-167, INT. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.663, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.2 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: 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 4F 94, Location: AT DEVILS GATE (Lat: 41.138114, Lng: -111.859853), Route carried "on" structure: Interstate 84, Year Built: 1967, Status: Open, Structure Length: 5.59m (18.34ft), Average Daily Traffic: 20,010 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 25,013 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 145.965, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.0 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: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4F 94, Location: AT DEVILS GATE (Lat: 41.138114, Lng: -111.859853), Route carried "on" structure: Interstate 84, Year Built: 1967, Status: Open, Structure Length: 5.59m (18.34ft), Average Daily Traffic: 20,010 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 25,013 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 145.965, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.0 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: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, 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: 4F 97, Location: 1.4 MI.EAST MT.GREEN INT. (Lat: 41.138136, Lng: -111.803236), Route carried "on" structure: Interstate 84, Year Built: 1966, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 14,887 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 18,609 (year 2040), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.802, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 4F 97, Location: 1.4 MI.EAST MT.GREEN INT. (Lat: 41.138136, Lng: -111.803236), Route carried "on" structure: Interstate 84, Year Built: 1966, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 14,887 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 18,609 (year 2040), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.802, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2D 751, Location: MOUNTAIN GREEN INTERCHG. (Lat: 41.138228, Lng: -111.828964), Route carried "under" structure: State highway 167, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,340 (year 2020), Truck Traffic: 4%, Features Intersected: SR-167, INT. X-ROAD, Facility Carried by Structure: I-84 (SR-84) EBL
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 2D 751, Location: MOUNTAIN GREEN INTERCHG. (Lat: 41.138228, Lng: -111.828964), Route carried "under" structure: State highway 167, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,340 (year 2020), Truck Traffic: 4%, Features Intersected: SR-167, INT. X-ROAD, Facility Carried by Structure: I-84 (SR-84) EBL
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft)
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Structure Number: 4D 751, Location: MOUNTAIN GREEN INTERCHG. (Lat: 41.138428, Lng: -111.828492), Route carried "under" structure: State highway 167, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,340 (year 2020), Truck Traffic: 4%, Features Intersected: SR-167, INT. X-ROAD, Facility Carried by Structure: I-84 (SR-84) WBL
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 4D 751, Location: MOUNTAIN GREEN INTERCHG. (Lat: 41.138428, Lng: -111.828492), Route carried "under" structure: State highway 167, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,340 (year 2020), Truck Traffic: 4%, Features Intersected: SR-167, INT. X-ROAD, Facility Carried by Structure: I-84 (SR-84) WBL
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft)