Bridge Statistics for Fortuna Foothills, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 343,  Location: 13.8 mi N Jct I-8 (Lat: 32.751300,  Lng: -114.421700),  Route carried "on" structure: US 95,  Year Built: 1950,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 11,940 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,950 (year 2039),  Design Load: HS 15,  Features Intersected: Wellton Mohawk Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.155,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: December 2019,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $9,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 504,  Location: 9.4 mi E Jct I-8 (Lat: 32.699800,  Lng: -114.448700),  Route carried "on" structure: US 95,  Year Built: 1957,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 12,767 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,777 (year 2039),  Design Load: HS 20,  Features Intersected: Gila Canal
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 53.993,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 119,  Location: 12.7 mi E Jct US 95 (Lat: 32.667800,  Lng: -114.399800),  Route carried "on" structure: Interstate 8,  Year Built: 1966,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 8,844 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,854 (year 2039),  Design Load: HS 20,  Features Intersected: Fortuna Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.931,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1191,  Location: 12.7 mi E Jct US 95 (Lat: 32.668100,  Lng: -114.399900),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 7,839 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 7,849 (year 2039),  Design Load: HS 20,  Features Intersected: Fortuna Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.931,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than 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: Bituminous

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Structure Number: 1192,  Location: 12.8 mi E Jct US 95 (Lat: 32.667300,  Lng: -114.398000),  Route carried "on" structure: Interstate 8,  Year Built: 1966,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 8,844 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,854 (year 2039),  Design Load: HS 20,  Features Intersected: Frontage Rd
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 24.108,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1324,  Location: 18.8 mi E Jct US95 (Lat: 32.671700,  Lng: -114.304200),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 555 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 565 (year 2039),  Design Load: HS 20,  Features Intersected: I-8 EB,  Facility Carried by Structure: Dome Valley Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum 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: Monolithic Concrete

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Structure Number: 2408,  Location: 14.6 mi N Jct I-8 (Lat: 32.760400,  Lng: -114.413000),  Route carried "on" structure: US 95,  Year Built: 1993,  Status: Open,  Structure Length: 20.88m (68.50ft),  Average Daily Traffic: 8,904 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,914 (year 2037),  Design Load: HS 20,  Features Intersected: Gila River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.491,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5228,  Location: 14.2 mi E Jct US 95 (Lat: 32.661600,  Lng: -114.373000),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 7,839 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 7,849 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.409,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: Febuary 2019

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Structure Number: 5229,  Location: 14.5 mi E Jct US 95 (Lat: 32.661000,  Lng: -114.368900),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 7,839 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 7,849 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.021,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: Febuary 2019

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Structure Number: 523,  Location: 15.5 mi E Jct US 95 (Lat: 32.659806,  Lng: -114.349528),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 8,844 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,854 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.582,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: Febuary 2019

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Structure Number: 5231,  Location: 15.5 mi E Jct US 95 (Lat: 32.660400,  Lng: -114.349300),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 7,839 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 7,849 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.598,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: Febuary 2019

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Structure Number: 6714,  Location: 16.3 mi E Jct US 95 (Lat: 32.658322,  Lng: -114.339419),  Route carried "on" structure: Interstate 8,  Year Built: 1929,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,844 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,854 (year 2039),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.773,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 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: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: Febuary 2019

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Structure Number: 6743,  Location: 14.6 mi E Jct of US 95 (Lat: 32.659917,  Lng: -114.367750),  Route carried "on" structure: Ramp Interstate 8,  Year Built: 1982,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 8,844 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,854 (year 2039),  Design Load: HS 20,  Features Intersected: Dublin Wash,  Facility Carried by Structure: Insp Station Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.117,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: Febuary 2019

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Structure Number: 7082,  Location: 14.3 mi E Jct US95 (Lat: 32.660639,  Lng: -114.372667),  Route carried "on" structure: Interstate 8,  Year Built: 2002,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 8,844 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,854 (year 2039),  Design Load: HS 20,  Features Intersected: Dry Wash
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 26.409,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: 7517,  Location: 0.5 mi N Jct US 95 (Lat: 32.720900,  Lng: -114.427100),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 70 (year 2020),  Average Future Daily Traffic: 80 (year 2040),  Design Load: HS 20,  Features Intersected: Gila Gravity Canal,  Facility Carried by Structure: Ave 12E
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7619,  Location: 0.6 mi E Jct Foothills Bl (Lat: 32.668461,  Lng: -114.399875),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 500 (year 2015),  Average Future Daily Traffic: 510 (year 2035),  Design Load: HS 20,  Features Intersected: Fortuna Wash,  Facility Carried by Structure: N Frontage Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7768,  Location: S Jct Co 4th St (Lat: 32.765022,  Lng: -114.358383),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 70 (year 2020),  Average Future Daily Traffic: 80 (year 2040),  Design Load: HS 20,  Features Intersected: Wellton-Mohawk,  Facility Carried by Structure: Avenue 16E
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7876,  Location: 0.6 mi E Jct Foothills Bl (Lat: 32.667264,  Lng: -114.399642),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1933,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 2,844 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,854 (year 2041),  Design Load: HS 20,  Features Intersected: Fortuna Wash,  Facility Carried by Structure: S Frontage Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1043,  Location: 1.1 mi E Jct Foothills Bl (Lat: 32.626914,  Lng: -114.390342),  Route carried "on" structure: County highway 14,  Year Built: 2000,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 1,100 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,110 (year 2041),  Design Load: HS 20,  Features Intersected: Fortuna Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 10856,  Location: 0.3 mi N Jct I-8 NFR (Lat: 32.670181,  Lng: -114.392667),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 510 (year 2041),  Design Load: HS 20,  Features Intersected: Tributary Fortuna Wash,  Facility Carried by Structure: Avenue 14E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 48 months,  Inspection Date: January 2021

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Structure Number: 11117,  Location: 0.6 mi E Jct Foothills Bl (Lat: 32.641208,  Lng: -114.399958),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 120 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 130 (year 2039),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: 48th St Frt Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11118,  Location: Jct Ironwood Dr & 48th St (Lat: 32.641297,  Lng: -114.397408),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 450 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 460 (year 2041),  Design Load: HS 20,  Features Intersected: Drainage Channel,  Facility Carried by Structure: Ironwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20035,  Location: 12.0 mi E Jct I-8 (Lat: 32.705300,  Lng: -114.435500),  Route carried "on" structure: US 95,  Year Built: 2016,  Status: Open,  Structure Length: 18.35m (60.20ft),  Average Daily Traffic: 11,940 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,950 (year 2039),  Design Load: HL 93,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.458,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 13.3m (43.6ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 971,  Location: 16.6 mi E Jct US 95 (Lat: 32.659900,  Lng: -114.333800),  Route carried "under" structure: Interstate 8,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,884 (year 2017),  Truck Traffic: 26%,  Features Intersected: I 8; EB
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 30.256,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 972,  Location: 18.2 mi E Jct US 95 (Lat: 32.669000,  Lng: -114.314300),  Route carried "under" structure: Interstate 8,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,884 (year 2017),  Truck Traffic: 26%,  Features Intersected: I 8; EB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 32.831,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1192,  Location: 12.8 mi E Jct US 95 (Lat: 32.667300,  Lng: -114.398000),  Route carried "under" structure: ServiceState highway 8,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2013),  Truck Traffic: 5%,  Features Intersected: Frontage Rd
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 24.108,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 1193,  Location: 12.8 mi E Jct US 95 (Lat: 32.667600,  Lng: -114.397800),  Route carried "under" structure: ServiceState highway 8,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2013),  Truck Traffic: 5%,  Features Intersected: Frontage Rd
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 24.108,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 1324,  Location: 18.8 mi E Jct US95 (Lat: 32.671700,  Lng: -114.304200),  Route carried "under" structure: Interstate 8,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,327 (year 2017),  Truck Traffic: 26%,  Features Intersected: I-8 EB,  Facility Carried by Structure: Dome Valley Road
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 33.861,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1325,  Location: 18.8 mi E Jct US 95 (Lat: 32.672200,  Lng: -114.303500),  Route carried "under" structure: Interstate 8,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,150 (year 2017),  Truck Traffic: 26%,  Features Intersected: I-8 WB,  Facility Carried by Structure: Dome Valley Road
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 33.893,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 2117,  Location: 12.8 mi E Jct US 95 (Lat: 32.669800,  Lng: -114.409800),  Route carried "under" structure: Interstate 8,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 16,723 (year 2017),  Truck Traffic: 26%,  Features Intersected: I-8,  Facility Carried by Structure: Foothills Blvd
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 22.933,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)