Bridge Statistics for St. George, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 53002E,  Location: SO. END BLOOMINGTON HILLS (Lat: 37.074328,  Lng: -113.557692),  Route carried "on" structure: City street 3146,  Year Built: 1993,  Status: Open,  Structure Length: 3.24m (10.63ft),  Average Daily Traffic: 7,757 (year 2020),  Average Future Daily Traffic: 9,696 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FT. PIERCE WASH,  Facility Carried by Structure: FT. PIERCE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.727,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53003F,  Location: SOUTH SIDE OF ST. GEORGE (Lat: 37.059139,  Lng: -113.546000),  Route carried "on" structure: City street 3196,  Year Built: 1951,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 16,021 (year 2020),  Average Future Daily Traffic: 20,026 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FT. PIERCE WASH,  Facility Carried by Structure: ST.GEORGE CITY ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.877,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.0m (62.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53004F,  Location: SOUTH SIDE OF ST. GEORGE (Lat: 37.086111,  Lng: -113.556111),  Route carried "on" structure: City street 3196,  Year Built: 1992,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 28,919 (year 2020),  Average Future Daily Traffic: 36,149 (year 2040),  Design Load: HL 93,  Features Intersected: VIRGIN RIVER,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.200,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 45.4 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: 38.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53009E,  Location: NORTH SIDE OF ST. GEORGE (Lat: 37.161125,  Lng: -113.640439),  Route carried "on" structure: City street 3190,  Year Built: 1999,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 6,816 (year 2020),  Average Future Daily Traffic: 8,520 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAND HOLLOW WASH,  Facility Carried by Structure: SNOW CYN. PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.496,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: Febuary 2020

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Structure Number: 53010D,  Location: NORTH SIDE OF ST. GEORGE (Lat: 37.133558,  Lng: -113.611267),  Route carried "on" structure: City street 3190,  Year Built: 1999,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 11,517 (year 2020),  Average Future Daily Traffic: 14,396 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HALFWAY WASH,  Facility Carried by Structure: SNOW CYN. PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.625,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 39.6m (129.9ft)

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 Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53015E,  Location: NORTH SIDE OF ST. GEORGE (Lat: 37.129250,  Lng: -113.614981),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,772 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,368 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HALFWAY WASH,  Facility Carried by Structure: 1400 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.067,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 53016E,  Location: NW AREA OF ST. GEORGE (Lat: 37.109567,  Lng: -113.624775),  Route carried "on" structure: City street 3233,  Year Built: 1999,  Status: Open,  Structure Length: 3.34m (10.96ft),  Average Daily Traffic: 2,404 (year 2020),  Average Future Daily Traffic: 3,005 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAND HOLLOW WASH,  Facility Carried by Structure: STONEBRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.288,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 68.7 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: 68.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 53017E,  Location: EAST SIDE OF ST. GEORGE (Lat: 37.097939,  Lng: -113.540775),  Route carried "on" structure: City street 3204,  Year Built: 1999,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 12,978 (year 2020),  Average Future Daily Traffic: 16,223 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MIDDLETON WASH,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.850,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 53032V,  Location: 2100 W. 2000 N. ST GEORGE (Lat: 37.142956,  Lng: -113.634489),  Route carried "on" structure: City street 3189,  Year Built: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,229 (year 2020),  Average Future Daily Traffic: 7,786 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SNOW CANYON WASH,  Facility Carried by Structure: 2000 NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.642,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 53033F,  Location: SE. SIDE OF ST. GEORGE (Lat: 37.105311,  Lng: -113.622828),  Route carried "on" structure: City street 3166,  Year Built: 1981,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 19,184 (year 2020),  Average Future Daily Traffic: 23,980 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SANTA CLARA RIVER,  Facility Carried by Structure: DIXIE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.503,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53035F,  Location: SE. SIDE OF ST. GEORGE (Lat: 37.101308,  Lng: -113.616483),  Route carried "on" structure: City street 3165,  Year Built: 2008,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 6,475 (year 2020),  Average Future Daily Traffic: 8,094 (year 2040),  Design Load: HL 93,  Features Intersected: SANTA CLARA RIVER,  Facility Carried by Structure: VALLEY VIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.462,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53037F,  Location: IN BLOOMINGTON (Lat: 37.052181,  Lng: -113.600233),  Route carried "on" structure: City street 3148,  Year Built: 1969,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 15.31m (50.23ft),  Average Daily Traffic: 9,177 (year 2020),  Average Future Daily Traffic: 11,471 (year 2040),  Design Load: H 15,  Features Intersected: VIRGIN RIVER,  Facility Carried by Structure: MAN-O-WAR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.052,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.3 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53040E,  Location: 1500 S. DIXIE DRIVE (Lat: 37.082233,  Lng: -113.604508),  Route carried "on" structure: City street 3166,  Year Built: 2002,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 17,766 (year 2020),  Average Future Daily Traffic: 22,208 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GAP WASH,  Facility Carried by Structure: DIXIE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.302,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 15.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 53043E,  Location: 400 W. SUNBROOK DRIVE (Lat: 37.104625,  Lng: -113.633267),  Route carried "on" structure: City street 3173,  Year Built: 1984,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 2,462 (year 2020),  Average Future Daily Traffic: 3,078 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BOX CYN WASH,  Facility Carried by Structure: SUNBROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.958,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 91.7 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: 89.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53044E,  Location: 200 S. CRYSTAL LAKES DR. (Lat: 37.104278,  Lng: -113.629072),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 1,134 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,378 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COVE WASH,  Facility Carried by Structure: CRYSTAL LAKES DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.021,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 90.7 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: 82.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 53045V,  Location: 1450 E. FOREMASTER DR. (Lat: 37.096256,  Lng: -113.552547),  Route carried "on" structure: City street 3172,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 13,851 (year 2020),  Average Future Daily Traffic: 17,314 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RIM ROCK WASH,  Facility Carried by Structure: FOREMASTER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.060,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Serious,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: August 2021

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Structure Number: 53046F,  Location: SE. AREA OF ST. GEORGE (Lat: 37.076481,  Lng: -113.595181),  Route carried "on" structure: City street 3166,  Year Built: 2004,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 31,427 (year 2020),  Average Future Daily Traffic: 39,284 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SANTA CLARA RIVER,  Facility Carried by Structure: DIXIE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.114,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.2 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: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53054E,  Location: BLOOMINGTON AREA (Lat: 37.023900,  Lng: -113.611800),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 756 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 919 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ATKINSVILLE WASH,  Facility Carried by Structure: ARROWHEAD CYN. DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.125,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53058E,  Location: BLOOMINGTON AREA (Lat: 37.028250,  Lng: -113.624642),  Route carried "on" structure: Alternate City street ,  Year Built: 2008,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 630 (year 2020),  Average Future Daily Traffic: 765 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ATKINSVILLE WASH,  Facility Carried by Structure: ANGEL ARCH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.056,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.6m (18.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53067D,  Location: RIVERSIDE DR.IN ST.GEORGE (Lat: 37.088794,  Lng: -113.554272),  Route carried "on" structure: City street 3204,  Year Built: 2008,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 12,978 (year 2020),  Average Future Daily Traffic: 16,223 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RIM ROCK WASH,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.772,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53069E,  Location: 344 S. 1990 E., ST.GEORGE (Lat: 37.101000,  Lng: -113.541300),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 500 (year 2020),  Average Future Daily Traffic: 563 (year 2040),  Features Intersected: MIDDLETON WASH,  Facility Carried by Structure: 344 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: 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: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 53072E,  Location: 1860 E. 110 S., ST.GEORGE (Lat: 37.106136,  Lng: -113.543400),  Route carried "on" structure: Alternate City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,115 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MIDDLETON WASH,  Facility Carried by Structure: 110 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 85.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 53073E,  Location: AT DIXIE DR. INTERCHANGE (Lat: 37.075272,  Lng: -113.585803),  Route carried "on" structure: City street 3166,  Year Built: 2012,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,235 (year 2020),  Average Future Daily Traffic: 1,544 (year 2040),  Design Load: HL 93,  Features Intersected: DIXIE DRIVE,  Facility Carried by Structure: PATHWAY-STORM DRN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.259,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 53075E,  Location: WEST SIDE OF ST. GEORGE (Lat: 37.124797,  Lng: -113.631325),  Route carried "on" structure: County highway 3184,  Year Built: 1994,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 26,890 (year 2020),  Average Future Daily Traffic: 33,613 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAND HOLLOW WASH,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 67.4 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: 62.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53076E,  Location: 1675 E. ACANTILADO DR. (Lat: 37.111181,  Lng: -113.547414),  Route carried "on" structure: Alternate City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,115 (year 2040),  Design Load: HL 93,  Features Intersected: MIDDLETON WASH,  Facility Carried by Structure: ACANTILADO DRIVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.025,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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: 15.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 53077F,  Location: AT DIXIE DR. INTERCHANGE (Lat: 37.075250,  Lng: -113.583750),  Route carried "on" structure: City street 3166,  Year Built: 2012,  Status: Open,  Structure Length: 2.60m (8.53ft),  Average Daily Traffic: 13,932 (year 2020),  Average Future Daily Traffic: 17,415 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CONVENTION CENTER DRIVE,  Facility Carried by Structure: DIXIE DR,INT.X-RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.077,  Lanes on structure: 7,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.5m (103.3ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 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: 35.0 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53080E,  Location: WEST OF 270 S. MALL DR. (Lat: 37.103000,  Lng: -113.541900),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 200 (year 2020),  Average Future Daily Traffic: 250 (year 2040),  Features Intersected: MIDDLETON WASH,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 53082E,  Location: 400 S. 1990 E. St. GEORGE (Lat: 0.000278,  Lng: -0.000278),  Route carried "on" structure: City street NA,  Year Built: 2017,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 500 (year 2020),  Average Future Daily Traffic: 563 (year 2040),  Design Load: HL 93,  Features Intersected: MIDDLETON WASH,  Facility Carried by Structure: 370 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 41.5 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C 588,  Location: SO.ST.GEORGE INTERCHANGE (Lat: 37.083289,  Lng: -113.582625),  Route carried "on" structure: State highway 18,  Year Built: 1972,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 8.62m (28.28ft),  Average Daily Traffic: 30,065 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 37,581 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-15 (SR-15) & INT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.212,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.2m (138.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: D 842,  Location: South of St. George (Lat: 37.004653,  Lng: -113.527722),  Route carried "on" structure: State highway 7,  Year Built: 2009,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 4,596 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,745 (year 2040),  Design Load: HL 93,  Features Intersected: MESA CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.549,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 62.3m (204.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E2384,  Location: WEST SIDE OF ST.GEORGE (Lat: 37.122808,  Lng: -113.621231),  Route carried "on" structure: State highway 8,  Year Built: 1986,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 27,297 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 34,121 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HALFWAY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 79.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: E2582,  Location: 1.7 Mi. East of I-15 Int. (Lat: 37.008328,  Lng: -113.588822),  Route carried "on" structure: State highway 7,  Year Built: 2009,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 4,327 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,409 (year 2040),  Design Load: HL 93,  Features Intersected: UNNAMED WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.737,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  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 29,  Location: EAST ST. GEORGE INTCHANGE (Lat: 37.109797,  Lng: -113.558761),  Route carried "on" structure: State highway 34,  Year Built: 1972,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.79m (25.56ft),  Average Daily Traffic: 48,609 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 60,761 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-15 (SR-15) NBL & S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.122,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 30.7m (100.7ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: 22.0 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F 734,  Location: 5 MI. NORTH OF ST.GEORGE (Lat: 37.194464,  Lng: -113.622853),  Route carried "on" structure: County highway 18,  Year Built: 2005,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 30,065 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 37,581 (year 2040),  Design Load: HL 93,  Features Intersected: SR-18,  Facility Carried by Structure: LEDGES INT. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.127,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 753,  Location: At Southern Parkway Int. (Lat: 37.027903,  Lng: -113.605475),  Route carried "on" structure: State highway 7,  Year Built: 2010,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 3,011 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,764 (year 2040),  Design Load: HL 93,  Features Intersected: I-15, (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.075,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 51.5m (169.0ft),  Out-to-Out Width: 60.1m (197.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 23 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 808,  Location: At the Dixie Drive Intchg (Lat: 37.075258,  Lng: -113.585192),  Route carried "on" structure: City street 3166,  Year Built: 2012,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 1,235 (year 2020),  Average Future Daily Traffic: 1,544 (year 2040),  Design Load: HL 93,  Features Intersected: I-15, (SR-15),  Facility Carried by Structure: DIXIE DR. INT.X-RD
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 1.205,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.1m (92.2ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 60.8m (199.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 839,  Location: At the Airport Interchg. (Lat: 37.014597,  Lng: -113.494269),  Route carried "on" structure: City street 3151,  Year Built: 2010,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 546 (year 2020),  Average Future Daily Traffic: 683 (year 2040),  Design Load: HL 93,  Features Intersected: SR-7, SOUTHERN PARKWAY,  Facility Carried by Structure: INTERCHG. X-ROAD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.8m (81.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 87.5 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: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 875,  Location: S. Side of St. George (Lat: 37.069400,  Lng: -113.584000),  Route carried "on" structure: Interstate 15,  Year Built: 2017,  Status: Open,  Structure Length: 12.82m (42.06ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: HL 93,  Features Intersected: Virgin River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 1D 664,  Location: 3 MI.SO. BLOOMINGTON INTR (Lat: 37.021592,  Lng: -113.608856),  Route carried "on" structure: Interstate 15,  Year Built: 1962,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: H 20,  Features Intersected: ATKINSVILLE WASH
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 2.685,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 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: Equal to present minimum criteria,  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 23 months,  Inspection Date: January 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 288,  Location: 850 E 700 S in St. George (Lat: 37.096056,  Lng: -113.565708),  Route carried "on" structure: Interstate 15,  Year Built: 1972,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 44,537 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 55,671 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 700 S. Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.273,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric