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

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Structure Number: H121,  Location: ALMA SCHOOL BRIDGE (Lat: 33.521972,  Lng: -111.856722),  Route carried "on" structure: Federal lands road 11,  Year Built: 1965,  Status: Open,  Structure Length: 3.58m (11.75ft),  Average Daily Traffic: 1,600 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,900 (year 2041),  Design Load: HS 20,  Features Intersected: ARIZONA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.900,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.58m (11.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Total Project Cost: $43,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H55615B0129,  Location: E END OF INDIAN SCHL RD (Lat: 33.495250,  Lng: -111.814361),  Route carried "on" structure: Federal lands road 1,  Year Built: 1970,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 147 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 180 (year 2041),  Design Load: HS 20,  Features Intersected: EVERGREEN WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.500,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 88,  Location: 4.8 mi E Jct SR 72 (Lat: 33.765100,  Lng: -113.644800),  Route carried "on" structure: US 60,  Year Built: 1932,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,263 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,273 (year 2039),  Design Load: HS 20,  Features Intersected: Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.500,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 89,  Location: 5.7 mi E Jct SR 72 (Lat: 33.772411,  Lng: -113.631558),  Route carried "on" structure: US 60,  Year Built: 1932,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,263 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,273 (year 2039),  Design Load: HS 20,  Features Intersected: Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.981,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 118,  Location: 0.2 mi E Jct SR 85 (Lat: 32.949900,  Lng: -112.696800),  Route carried "on" structure: Business State highway 8,  Year Built: 1934,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 847 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 857 (year 2041),  Design Load: HS 15,  Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.862,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 248,  Location: 7.4 mi E Jct SR 90 (Lat: 31.977700,  Lng: -110.226200),  Route carried "on" structure: ServiceState highway 10,  Year Built: 1940,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 10 (year 2019),  Average Future Daily Traffic: 20 (year 2039),  Design Load: HS 20,  Features Intersected: Adams Peak Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 498.494,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.0 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 251,  Location: 1.5 mi S Jct US 191 (Lat: 32.932936,  Lng: -109.213986),  Route carried "on" structure: State highway 75,  Year Built: 1941,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 5.28m (17.32ft),  Average Daily Traffic: 1,789 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,799 (year 2039),  Design Load: H 15,  Features Intersected: CA Bar Creek
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 638.749,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 minimum criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Total Project Cost: $1,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 303,  Location: 15.9 mi E Jct US 95 (Lat: 32.658400,  Lng: -114.346200),  Route carried "on" structure: Interstate 8,  Year Built: 1927,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 8,844 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,854 (year 2039),  Design Load: HS 15,  Features Intersected: Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.161,  Lanes on 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: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 304,  Location: 3.0 mi North Jct SR 74 (Lat: 33.840200,  Lng: -112.144300),  Route carried "on" structure: Interstate 17,  Year Built: 1948,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 38,352 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 38,362 (year 2039),  Design Load: HS 20,  Features Intersected: Deadman Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 365.241,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 324,  Location: 1.3 mi N Jct SR 82 (Lat: 31.369700,  Lng: -110.931400),  Route carried "on" structure: Business State highway 19,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 19,028 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,038 (year 2038),  Design Load: HS 20,  Features Intersected: Mariposa Canyon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.780,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 353,  Location: 4.3 mi N Jct SR 289 (Lat: 31.478800,  Lng: -111.001000),  Route carried "on" structure: Interstate 19,  Year Built: 1951,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 10,492 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,502 (year 2038),  Design Load: HS 20,  Features Intersected: Agua Fria Canyon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.264,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 366,  Location: 18.1 mi E Jct SR 95 (Lat: 34.901700,  Lng: -114.154700),  Route carried "on" structure: Interstate 40,  Year Built: 1952,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 6,171 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 6,181 (year 2038),  Design Load: HS 20,  Features Intersected: Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.820,  Lanes on 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: 4,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.6 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 643,  Location: 17.8 mi NW of Jct US 60 (Lat: 33.879861,  Lng: -113.944444),  Route carried "on" structure: State highway 72,  Year Built: 1961,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 2,261 (year 2018),  Truck Traffic: 29%,  Average Future Daily Traffic: 2,271 (year 2038),  Design Load: HS 20,  Features Intersected: Butler Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.708,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 673,  Location: 7.8 mi E Jct SR 87 (Lat: 34.975700,  Lng: -110.525800),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 8,893 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,903 (year 2040),  Design Load: HS 20,  Features Intersected: Hibbard Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 426.026,  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: 10.1m (33.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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 minimum criteria,  Deck Geometry: Equal to 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 709,  Location: 7.5 mi W Jct US 191 (Lat: 35.127800,  Lng: -109.543500),  Route carried "on" structure: County highway ,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 200 (year 2016),  Truck Traffic: 25%,  Average Future Daily Traffic: 210 (year 2036),  Design Load: HS 20,  Features Intersected: I-40,  Facility Carried by Structure: Navajo Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 751,  Location: 3.3 mi S Jct SR 69 (Lat: 34.284100,  Lng: -112.120500),  Route carried "on" structure: Interstate 17,  Year Built: 1963,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 16,351 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,361 (year 2040),  Design Load: HS 20,  Features Intersected: Bloody Basin Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 417.512,  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: 10.1m (33.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Deck Geometry: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 752,  Location: 3.3 mi S Jct SR 69 (Lat: 34.284000,  Lng: -112.120800),  Route carried "on" structure: Interstate 17,  Year Built: 1964,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 16,031 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,041 (year 2040),  Design Load: HS 20,  Features Intersected: Bloody Basin Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 417.512,  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: 10.1m (33.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Deck Geometry: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 753,  Location: 6.1 mi N Jct SR 69 (Lat: 34.403000,  Lng: -112.073900),  Route carried "on" structure: Interstate 17,  Year Built: 1963,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 13,992 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,002 (year 2040),  Design Load: HS 20,  Features Intersected: Dugas Road
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 432.511,  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: 10.1m (33.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Deck Geometry: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 868,  Location: 10.4 mi North Jct I 19 (Lat: 32.323000,  Lng: -111.051600),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 42,408 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 42,418 (year 2040),  Design Load: HS 20,  Features Intersected: Orange Grove Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 402.400,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 869,  Location: 10.4 mi North Jct I 19 (Lat: 32.323000,  Lng: -111.051300),  Route carried "on" structure: Interstate 10,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 40,744 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 40,754 (year 2040),  Design Load: HS 20,  Features Intersected: Orange Grove Road
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 402.400,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 871,  Location: 9.2 mi N Jct I-19 (Lat: 32.309300,  Lng: -111.041800),  Route carried "on" structure: Interstate 10,  Year Built: 1966,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 40,946 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 40,956 (year 2037),  Design Load: HS 20,  Features Intersected: Sunset Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 404.235,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 886,  Location: 3.0 mi E Jct SR 75 (Lat: 32.684911,  Lng: -109.082844),  Route carried "on" structure: US 70,  Year Built: 1966,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 1,752 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,762 (year 2038),  Design Load: HS 20,  Features Intersected: Railroad Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 614.528,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.1 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 887,  Location: 4.5 mi South Jct SR 177 (Lat: 32.931500,  Lng: -110.734000),  Route carried "on" structure: State highway 77,  Year Built: 1965,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 2,302 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,665 (year 2041),  Design Load: HS 20,  Features Intersected: Eskiminzin Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.698,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 888,  Location: 62.8 mi N of Jct SR 68 (Lat: 35.979200,  Lng: -114.698000),  Route carried "on" structure: US 93,  Year Built: 1965,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 5,260 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 5,270 (year 2041),  Design Load: HS 20,  Features Intersected: White Rock Canyon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.860,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 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: Better than 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 889,  Location: 11.1 mi West Jct A89 (Lat: 36.866656,  Lng: -112.697403),  Route carried "on" structure: State highway 389,  Year Built: 1965,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 2,938 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,596 (year 2040),  Design Load: HS 20,  Features Intersected: Two Mile Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.601,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Total Project Cost: $1,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 893,  Location: 3.5 mi W Jct SR 74 (Lat: 33.886800,  Lng: -112.662600),  Route carried "on" structure: US 60,  Year Built: 1965,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 12,693 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,703 (year 2040),  Design Load: HS 20,  Features Intersected: San Domingo Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.581,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 894,  Location: 1.8 mi E Jct SR 74 (Lat: 33.843100,  Lng: -112.611200),  Route carried "on" structure: US 60,  Year Built: 1965,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 8,329 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,339 (year 2040),  Design Load: HS 20,  Features Intersected: ATSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 196.453,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 895,  Location: 11.9 mi W Jct I 17 (Lat: 33.594900,  Lng: -112.263200),  Route carried "on" structure: US 60,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 27,760 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,770 (year 2039),  Design Load: HS 20,  Features Intersected: New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.470,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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,  Length Of Structure Improvement: 12.04m (39.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 992,  Location: @ CAP MILEPOST 23.465 (Lat: 33.984083,  Lng: -113.925306),  Route carried "on" structure: Federal lands road ,  Year Built: 1983,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 20 (year 2022),  Average Future Daily Traffic: 30 (year 2042),  Design Load: HS 20,  Features Intersected: CAP Canal,  Facility Carried by Structure: Butler Valley Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1053,  Location: Jct SR 83 (Lat: 32.007400,  Lng: -110.690300),  Route carried "on" structure: State highway 83,  Year Built: 1961,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 3,624 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,634 (year 2038),  Design Load: HS 20,  Features Intersected: I 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.889,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.09m (36.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1121,  Location: 2.8 mi S Jct I 10 (Lat: 32.155100,  Lng: -110.986200),  Route carried "on" structure: Interstate 19,  Year Built: 1965,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 40,244 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 40,254 (year 2038),  Design Load: HS 20,  Features Intersected: Drainageway
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 97.076,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1122,  Location: 2.8 mi S Jct I 10 (Lat: 32.155300,  Lng: -110.986500),  Route carried "on" structure: Interstate 19,  Year Built: 1965,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 32,391 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 32,401 (year 2038),  Design Load: HS 20,  Features Intersected: Drainageway
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 97.076,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12,  Location: 2.7 mi W Jct I-10 (Lat: 32.835100,  Lng: -111.722900),  Route carried "on" structure: Interstate 8,  Year Built: 1967,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 4,875 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,885 (year 2038),  Design Load: HS 20,  Features Intersected: Peart Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 282.681,  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: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.4 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 minimum 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

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Structure Number: 1243,  Location: 6.3 mi South of Jct I10 (Lat: 32.103500,  Lng: -110.993000),  Route carried "on" structure: Interstate 19,  Year Built: 1967,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 15.76m (51.71ft),  Average Daily Traffic: 22,085 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 22,095 (year 2039),  Design Load: HS 20,  Features Intersected: Santa Cruz River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.411,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1244,  Location: 6.3 mi South Jct I10 (Lat: 32.103900,  Lng: -110.993300),  Route carried "on" structure: Interstate 19,  Year Built: 1967,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 22,085 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 22,095 (year 2039),  Design Load: HS 20,  Features Intersected: Santa Cruz River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.411,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1245,  Location: 6.2 mi South Jct I10 (Lat: 32.106800,  Lng: -110.992600),  Route carried "on" structure: Interstate 19,  Year Built: 1967,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 24,973 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 24,983 (year 2039),  Design Load: HS 20,  Features Intersected: San Xavier Mission Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.652,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.3m (99.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

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

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Structure Number: 1246,  Location: 6.2 mi South of Jct I-10 (Lat: 32.106500,  Lng: -110.993000),  Route carried "on" structure: Interstate 19,  Year Built: 1967,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 24,973 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 24,983 (year 2039),  Design Load: HS 20,  Features Intersected: San Xavier Mission Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.652,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

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

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Structure Number: 1256,  Location: 45.9 mi E Jct US 93 (Lat: 35.319400,  Lng: -112.949100),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 110 (year 2020),  Average Future Daily Traffic: 120 (year 2040),  Design Load: HS 20,  Features Intersected: I 40 EB,  Facility Carried by Structure: Cyn Mouth Dam Rd
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: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1257,  Location: 45.9 mi E Jct US 93 (Lat: 35.319900,  Lng: -112.949200),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 110 (year 2020),  Average Future Daily Traffic: 120 (year 2040),  Design Load: HS 20,  Features Intersected: I 40 WB,  Facility Carried by Structure: Cyn Mouth Dam Rd
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: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.9 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1258,  Location: 49.1 mi E Jct US 93 (Lat: 35.319900,  Lng: -112.893400),  Route carried "on" structure: Business State highway 40,  Year Built: 1967,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 1,300 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,310 (year 2038),  Design Load: HS 20,  Features Intersected: I-40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1259,  Location: Jct 40B at Seligman (Lat: 35.310300,  Lng: -112.856100),  Route carried "on" structure: Interstate 40,  Year Built: 1967,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 8,004 (year 2018),  Truck Traffic: 40%,  Average Future Daily Traffic: 8,014 (year 2038),  Design Load: HS 20,  Features Intersected: 40B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.464,  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: 12.2m (40.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 53.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete