Bridge Statistics for Beaver, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1001C,  Location: 0.25 MILES SE. OF BEAVER (Lat: 38.266308,  Lng: -112.632678),  Route carried "on" structure: County highway ,  Year Built: 1945,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 30 (year 2020),  Average Future Daily Traffic: 40 (year 2040),  Design Load: H 20,  Features Intersected: BEAVER RIVER,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.199,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.9 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 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: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1002F,  Location: 1.5 MILES SE. OF BEAVER (Lat: 38.272300,  Lng: -112.613600),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 61 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVER RIVER,  Facility Carried by Structure: HOLDAWAY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.067,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.1m (20.0ft)

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: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 1005F,  Location: 0.5 MILE S. OF GREENVILLE (Lat: 38.250919,  Lng: -112.713683),  Route carried "on" structure: County highway 1006,  Year Built: 1985,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 350 (year 2020),  Average Future Daily Traffic: 438 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVER RIVER,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.185,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.0m (19.7ft)

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: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1009E,  Location: NORTH SIDE OF BEAVER (Lat: 38.297600,  Lng: -112.648500),  Route carried "on" structure: City street 1014,  Year Built: 1982,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 350 (year 2020),  Average Future Daily Traffic: 438 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH CREEK,  Facility Carried by Structure: 400 WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.577,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.3 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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 1010C,  Location: 0.5 MILE SW. OF BEAVER GC (Lat: 38.276061,  Lng: -112.601497),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 120 (year 2040),  Design Load: HS 15,  Features Intersected: BEAVER RIVER,  Facility Carried by Structure: NAVAJO TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.266,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.7m (15.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 2.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 1.9 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 replacement,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 1011E,  Location: 1 MILE NORTH OF BEAVER (Lat: 38.306300,  Lng: -112.639000),  Route carried "on" structure: County highway 1016,  Year Built: 1985,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,652 (year 2020),  Average Future Daily Traffic: 2,065 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH CREEK,  Facility Carried by Structure: COUNTY ROAD FA#357
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.902,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1012V,  Location: 1 MILE EAST OF GREENVILLE (Lat: 38.254561,  Lng: -112.701394),  Route carried "on" structure: County highway 1004,  Year Built: 1985,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 350 (year 2020),  Average Future Daily Traffic: 438 (year 2040),  Design Load: HL 93,  Features Intersected: NORTH CREEK,  Facility Carried by Structure: CO.-CREEK BED ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.927,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 60.3 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: 46.3 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: C 571,  Location: 2.2 MI.NO.SO.BEAVER INT. (Lat: 38.266497,  Lng: -112.650761),  Route carried "on" structure: County highway 1004,  Year Built: 1970,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 350 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 438 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-15 (SR-15) NB and SB,  Facility Carried by Structure: 600 S. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.028,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.6 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: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: C 572,  Location: SOUTH BEAVER INTERCHANGE (Lat: 38.249272,  Lng: -112.650539),  Route carried "on" structure: State highway 160,  Year Built: 1970,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 3,742 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 4,678 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-15 (SR-15) NBL & S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 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 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: D 733,  Location: 0.8 MI.NO.NO.BEAVER INTER (Lat: 38.304850,  Lng: -112.652997),  Route carried "on" structure: County highway 1014,  Year Built: 1965,  Status: Open,  Structure Length: 6.32m (20.73ft),  Average Daily Traffic: 350 (year 2020),  Average Future Daily Traffic: 438 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-15 (SR-15) N&SBL,  Facility Carried by Structure: CO.RD.NO.OF BEAVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.731,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.4m (70.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.7 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: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: E1785,  Location: AT NO.BEAVER INTERCHANGE (Lat: 38.296228,  Lng: -112.651150),  Route carried "on" structure: Interstate 15,  Year Built: 1964,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 20,576 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 25,720 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.679,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 43.0m (141.1ft),  Out-to-Out Width: 81.7m (268.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 15.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: F 519,  Location: 4.7 MILES EAST OF BEAVER (Lat: 38.277656,  Lng: -112.559761),  Route carried "on" structure: State highway 153,  Year Built: 1984,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 260 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 325 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.631,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 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: Better than 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F 732,  Location: South Side of Beaver (Lat: 38.264531,  Lng: -112.644614),  Route carried "on" structure: State highway 160,  Year Built: 2005,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,742 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 4,678 (year 2040),  Design Load: HL 93,  Features Intersected: BEAVER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.075,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1D 767,  Location: WEST SIDE OF BEAVER (Lat: 38.273975,  Lng: -112.650253),  Route carried "on" structure: Interstate 15,  Year Built: 1970,  Status: Open,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 19,656 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 24,570 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-21 BEAVER CENTER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 178.206,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.2 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1F 132,  Location: NORTH BEAVER INTERCHANGE (Lat: 38.293386,  Lng: -112.650767),  Route carried "on" structure: Interstate 15,  Year Built: 1970,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 20,576 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 25,720 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-160
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.361,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1F 176,  Location: WEST SIDE OF BEAVER (Lat: 38.281719,  Lng: -112.650386),  Route carried "on" structure: Interstate 15,  Year Built: 1970,  Status: Open,  Structure Length: 2.60m (8.53ft),  Average Daily Traffic: 19,656 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 24,570 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 600 NORTH STREET-BEAVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 179.066,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1F 18,  Location: 1.1 MI.NO.SO.BEAVER INTER (Lat: 38.264939,  Lng: -112.650128),  Route carried "on" structure: Interstate 15,  Year Built: 1970,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 19,656 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 24,570 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.203,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1F 363N,  Location: 7.9 MI.NO.BEAR VALLEY INT (Lat: 38.171219,  Lng: -112.622564),  Route carried "on" structure: Interstate 15,  Year Built: 1975,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 21,718 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 27,148 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DEER CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.149,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1F 397,  Location: 5 MI. S. of Beaver (Lat: 38.187372,  Lng: -112.637633),  Route carried "on" structure: Interstate 15,  Year Built: 1975,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 21,718 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 27,148 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.386,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1F 853,  Location: 4.6 mi. N. of Beaver (Lat: 38.359311,  Lng: -112.661194),  Route carried "on" structure: Interstate 15,  Year Built: 2013,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 20,576 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 25,720 (year 2040),  Design Load: HL 93,  Features Intersected: Co.Rd. W of MANDERFIELD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.735,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.6 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: 37.9 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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3D 767,  Location: WEST SIDE OF BEAVER (Lat: 38.274297,  Lng: -112.650569),  Route carried "on" structure: Interstate 15,  Year Built: 1970,  Status: Open,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 19,656 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 24,570 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-21 BEAVER CENTER ST.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 178.050,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.2 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,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3E1973,  Location: 1 Mi. S. of Beaver (Lat: 38.214450,  Lng: -112.648419),  Route carried "on" structure: Interstate 15,  Year Built: 1975,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 21,718 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 27,148 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NEVERSHINE HOLLOW WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.402,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 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: 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: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 3F 132,  Location: NORTH BEAVER INTERCHANGE (Lat: 38.293733,  Lng: -112.651128),  Route carried "on" structure: Interstate 15,  Year Built: 1970,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 19,656 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 24,570 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-160, INTCHG. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.209,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3F 176,  Location: WEST SIDE OF BEAVER (Lat: 38.281978,  Lng: -112.650708),  Route carried "on" structure: Interstate 15,  Year Built: 1970,  Status: Open,  Structure Length: 2.60m (8.53ft),  Average Daily Traffic: 19,656 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 24,570 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 600 NORTH STREET-BEAVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 178.903,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3F 18,  Location: 1.1 MI.NO.SO.BEAVER INTER (Lat: 38.265128,  Lng: -112.650433),  Route carried "on" structure: Interstate 15,  Year Built: 1970,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 19,656 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 24,570 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.033,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 35.3 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3F 363S,  Location: 7.9 MI.NO.BEAR VALLEY INT (Lat: 38.171242,  Lng: -112.623197),  Route carried "on" structure: Interstate 15,  Year Built: 1984,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 21,718 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 27,148 (year 2040),  Design Load: HL 93,  Features Intersected: DEER CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 165.908,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 3F 397,  Location: 5 MI.SO.SO.BEAVER INTCHG. (Lat: 38.187575,  Lng: -112.638444),  Route carried "on" structure: Interstate 15,  Year Built: 1975,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 21,718 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 27,148 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.170,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 36.3 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: 34.3 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3F 853,  Location: 4.6 mi. north of Beaver (Lat: 38.359686,  Lng: -112.661581),  Route carried "on" structure: Interstate 15,  Year Built: 2013,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 20,576 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 25,720 (year 2040),  Design Load: HL 93,  Features Intersected: CO.RD.W.from MANDERFIELD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.586,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.3 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  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: C 571,  Location: 2.2 MI.NO.SO.BEAVER INT. (Lat: 38.266497,  Lng: -112.650761),  Route carried "under" structure: Interstate 15,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 19,656 (year 2020),  Truck Traffic: 31%,  Features Intersected: I-15 (SR-15) NB and SB,  Facility Carried by Structure: 600 S. STREET
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 176.912,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.0m (111.5ft)

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Structure Number: C 572,  Location: SOUTH BEAVER INTERCHANGE (Lat: 38.249272,  Lng: -112.650539),  Route carried "under" structure: Interstate 15,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 21,718 (year 2020),  Truck Traffic: 32%,  Features Intersected: I-15 (SR-15) NBL & S,  Facility Carried by Structure: SR-160
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 175.008,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: D 733,  Location: 0.8 MI.NO.NO.BEAVER INTER (Lat: 38.304850,  Lng: -112.652997),  Route carried "under" structure: Interstate 15,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 20,576 (year 2020),  Truck Traffic: 30%,  Features Intersected: I-15 (SR-15) N&SBL,  Facility Carried by Structure: CO.RD.NO.OF BEAVER
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 181.170,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.4m (70.2ft)

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Structure Number: 1D 767,  Location: WEST SIDE OF BEAVER (Lat: 38.273975,  Lng: -112.650253),  Route carried "under" structure: State highway 21,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,709 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR-21 BEAVER CENTER ST.,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 172.348,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.3m (40.4ft)

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Structure Number: 1F 132,  Location: NORTH BEAVER INTERCHANGE (Lat: 38.293386,  Lng: -112.650767),  Route carried "under" structure: State highway 160,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,531 (year 2020),  Truck Traffic: 27%,  Features Intersected: SR-160,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 6.014,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 1F 176,  Location: WEST SIDE OF BEAVER (Lat: 38.281719,  Lng: -112.650386),  Route carried "under" structure: County highway ,  Year Built: 1970,  Structure Length: 0. m,  Features Intersected: 600 NORTH STREET-BEAVER,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 1F 397,  Location: 5 MI. S. of Beaver (Lat: 38.187372,  Lng: -112.637633),  Route carried "under" structure: County highway ,  Year Built: 1975,  Structure Length: 0. m,  Features Intersected: COUNTY ACCESS ROAD,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 1F 853,  Location: 4.6 mi. N. of Beaver (Lat: 38.359311,  Lng: -112.661194),  Route carried "under" structure: County highway ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 350 (year 2020),  Features Intersected: Co.Rd. W of MANDERFIELD,  Facility Carried by Structure: I-15NB (SR-15)
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 3D 767,  Location: WEST SIDE OF BEAVER (Lat: 38.274297,  Lng: -112.650569),  Route carried "under" structure: State highway 21,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,709 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR-21 BEAVER CENTER ST.,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 172.319,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.3m (40.4ft)

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Structure Number: 3F 132,  Location: NORTH BEAVER INTERCHANGE (Lat: 38.293733,  Lng: -112.651128),  Route carried "under" structure: Interstate 160,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,531 (year 2020),  Truck Traffic: 27%,  Features Intersected: SR-160, INTCHG. X-ROAD,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 6.045,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 3F 176,  Location: WEST SIDE OF BEAVER (Lat: 38.281978,  Lng: -112.650708),  Route carried "under" structure: County highway ,  Year Built: 1970,  Structure Length: 0. m,  Features Intersected: 600 NORTH STREET-BEAVER,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 3F 397,  Location: 5 MI.SO.SO.BEAVER INTCHG. (Lat: 38.187575,  Lng: -112.638444),  Route carried "under" structure: County highway ,  Year Built: 1975,  Structure Length: 0. m,  Features Intersected: COUNTY ACCESS ROAD,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.58m (15.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 3F 853,  Location: 4.6 mi. north of Beaver (Lat: 38.359686,  Lng: -112.661581),  Route carried "under" structure: County highway ,  Year Built: 2013,  Structure Length: 0. m,  Features Intersected: CO.RD.W.from MANDERFIELD,  Facility Carried by Structure: I-15SB (SR-15)
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)