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

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Structure Number: 432,  Location: 4.8 mi E Jct SR 88 (Lat: 33.372861,  Lng: -111.484250),  Route carried "on" structure: US 60,  Year Built: 1929,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 16,554 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,564 (year 2038),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 322.802,  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: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Equal to present minimum 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: Bituminous

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Structure Number: 791,  Location: 0.3 mi W Jct US 95 (Lat: 33.662306,  Lng: -114.221972),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 10,448 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 17,184 (year 2040),  Design Load: HS 20,  Features Intersected: Tyson Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.950,  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: 14,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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

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Structure Number: 2067,  Location: 25.4 mi E Jct I-10 (Lat: 33.386600,  Lng: -111.529000),  Route carried "on" structure: US 60,  Year Built: 1991,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 30,111 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,121 (year 2038),  Design Load: HS 20,  Features Intersected: Tomahawk Road
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 317.701,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 35.3m (115.8ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2199,  Location: 27.1 mi E Jct I-10 (Lat: 33.385500,  Lng: -111.499700),  Route carried "on" structure: US 60,  Year Built: 1991,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 16,554 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,564 (year 2038),  Design Load: HS 20,  Features Intersected: Siphon Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 320.453,  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: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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

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Structure Number: 22,  Location: 27.1 mi E Jct I-10 (Lat: 33.385700,  Lng: -111.499400),  Route carried "on" structure: US 60,  Year Built: 1991,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 16,414 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,424 (year 2038),  Design Load: HS 20,  Features Intersected: Siphon Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 320.453,  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: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

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

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Structure Number: 4113,  Location: 4.3 mi West of Jct SR 88 (Lat: 33.415100,  Lng: -111.623700),  Route carried "on" structure: Alternate State highway 60,  Year Built: 1930,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 94,421 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,431 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Apache Trl-Old US
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 308.360,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 52.6 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 48 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: 4114,  Location: 4.3 mi West of Jct SR 88 (Lat: 33.415400,  Lng: -111.623400),  Route carried "on" structure: Alternate State highway 60,  Year Built: 1961,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 94,421 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 94,431 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Apache Trl-Old US
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 308.360,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 52.6 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Total Project Cost: $1,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6712,  Location: 3.4 mi N Jct US 60 (Lat: 33.445500,  Lng: -111.507700),  Route carried "on" structure: State highway 88,  Year Built: 1979,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 7,135 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,419 (year 2040),  Design Load: HS 20,  Features Intersected: Weekes Wash
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 320.500,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.32m (7.61ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Total Project Cost: $1,000 ( Estimate for 2021)

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Structure Number: 6917,  Location: 22.8 mi E Jct I-10 (Lat: 33.386600,  Lng: -111.573300),  Route carried "on" structure: US 60,  Year Built: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 75,394 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 75,404 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 313.640,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 33 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: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2014)

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Structure Number: 6918,  Location: 23.9 mi E Jct I-10 (Lat: 33.386600,  Lng: -111.554900),  Route carried "on" structure: US 60,  Year Built: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 45,213 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 45,223 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 315.287,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 62.6 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Total Project Cost: $1,000 ( Estimate for 2014)

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Structure Number: 6919,  Location: 24.9 mi E Jct I-10 (Lat: 33.386700,  Lng: -111.537600),  Route carried "on" structure: US 60,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 34,044 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,054 (year 2038),  Design Load: HS 20,  Features Intersected: Weeks Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 317.030,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 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: Good,  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,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2014)

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Structure Number: 692,  Location: 25.7 mi E Jct I-10 (Lat: 33.386700,  Lng: -111.523800),  Route carried "on" structure: US 60,  Year Built: 1990,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 29,347 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,357 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 318.300,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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: 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,  Length Of Structure Improvement: 2.96m (9.71ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000 ( Estimate for 2014)

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Structure Number: 6987,  Location: 1.5 mi N of Jct US 60 (Lat: 33.407100,  Lng: -111.546100),  Route carried "on" structure: State highway 88,  Year Built: 1993,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,135 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,419 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 314.430,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 30 degrees,  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: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 75.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021

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Structure Number: 6988,  Location: 2.3 mi N of Jct US 60 (Lat: 33.418400,  Lng: -111.546100),  Route carried "on" structure: State highway 88,  Year Built: 1993,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,135 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,419 (year 2040),  Design Load: HS 20,  Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 315.720,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021

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Structure Number: 7557,  Location: 0.55 mi N/ Brown Rd (Lat: 33.445042,  Lng: -111.580658),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 3,479 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,489 (year 2039),  Design Load: HS 20,  Features Intersected: Bulldog Floodway,  Facility Carried by Structure: Meridian 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),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 98.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.1 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7727,  Location: 0.45 mi E of Jct Idaho Rd (Lat: 33.378869,  Lng: -111.537517),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 6,164 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,174 (year 2040),  Design Load: HS 20,  Features Intersected: Weeks Wash Channel,  Facility Carried by Structure: Baseline Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.7 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7825,  Location: 0.3 mi E Jct Mt View Rd (Lat: 33.407900,  Lng: -111.488500),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,957 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,967 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Broadway Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.9m (3.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 64.4 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: 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,  Inspection Date: October 2021

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Structure Number: 7826,  Location: 0.4 mi W Jct Mt View Rd (Lat: 33.407800,  Lng: -111.500000),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,932 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,942 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Broadway Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 64.4 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 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: October 2021

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Structure Number: 7827,  Location: 0.1 mi W of Mt View Rd (Lat: 33.407872,  Lng: -111.496206),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 760 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 770 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Broadway Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 64.4 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: 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: October 2019

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Structure Number: 7828,  Location: 0.25 mi E of Mt View Rd (Lat: 33.407900,  Lng: -111.489500),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,067 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,077 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Broadway Avenue
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: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.4 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: 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: October 2019

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Structure Number: 7829,  Location: 0.18 mi E of Mtn View (Lat: 33.422300,  Lng: -111.491500),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,347 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,357 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Superstition Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.4 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: 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: October 2019

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Structure Number: 783,  Location: 0.50 mi E of Mtn View Rd (Lat: 33.422400,  Lng: -111.486400),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,347 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,357 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Superstition Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 64.4 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: 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: October 2019

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Structure Number: 7834,  Location: 0.8 mi E of Idaho Rd (Lat: 33.451400,  Lng: -111.532300),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,821 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,831 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: McKellips Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 64.4 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 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: October 2019

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Structure Number: 7835,  Location: 0.55 mi E of Idaho Road (Lat: 33.451400,  Lng: -111.536200),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,027 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,037 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: McKellips Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 64.4 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 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: October 2019

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Structure Number: 7837,  Location: at Jct W McKellips Rd (Lat: 33.451564,  Lng: -111.546119),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,664 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,674 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Idaho Road
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: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 64.4 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 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: October 2019

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Structure Number: 7838,  Location: 0.2 mi N of McKellips (Lat: 33.455400,  Lng: -111.563400),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,976 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,986 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  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: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 64.4 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: 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: October 2019

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Structure Number: 7905,  Location: 1.2 mi E Jct SR 88 (Lat: 33.404500,  Lng: -111.532000),  Route carried "on" structure: City street ,  Year Built: 1929,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 3,221 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,231 (year 2039),  Design Load: HS 20,  Features Intersected: Weekes Wash,  Facility Carried by Structure: Old W Hwy - EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 7906,  Location: 1.2 mi E Jct SR 88 (Lat: 33.404800,  Lng: -111.531800),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 3,043 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,053 (year 2040),  Design Load: HS 20,  Features Intersected: Weekes Wash,  Facility Carried by Structure: Old W Hwy - WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

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

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Structure Number: 7907,  Location: 2.2 mi E Jct SR 88 (Lat: 33.399000,  Lng: -111.522000),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,930 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,940 (year 2039),  Design Load: H 15,  Features Intersected: Wash,  Facility Carried by Structure: Old W Hwy - EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021

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Structure Number: 7908,  Location: 2.2 mi E Jct SR 88 (Lat: 33.399000,  Lng: -111.522000),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,030 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,040 (year 2037),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Old W Hwy - WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: Good,  Culverts: Satisfactory,  Operating Rating: 68.9 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: Equal to 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: May 2021

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Structure Number: 791,  Location: 1 mi S of Jct Old W Hwy (Lat: 33.401000,  Lng: -111.563000),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 12,424 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,434 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Ironwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: May 2021

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Structure Number: 7911,  Location: 0.3 mi E of Jct Tomahawk (Lat: 33.422000,  Lng: -111.523000),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 3,360 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,370 (year 2039),  Design Load: HS 20,  Features Intersected: Weeks Wash,  Facility Carried by Structure: Superstition Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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 48 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: 7912,  Location: 0.65 mi W Jct Ironwood Dr (Lat: 33.393000,  Lng: -111.574000),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 7,804 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,814 (year 2039),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Southern Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 64.4 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: 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: May 2021

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Structure Number: 8834,  Location: 0.5 mi W of Ironwood Rd (Lat: 33.378800,  Lng: -111.572903),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 8,091 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,101 (year 2039),  Design Load: HS 20,  Features Intersected: CAP Canal,  Facility Carried by Structure: Baseline Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft)

Condition: Channel: Very good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 10108,  Location: 0.25 mi N/ McKellips Rd (Lat: 33.454575,  Lng: -111.580658),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,526 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,536 (year 2037),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Meridian 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: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 66.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019

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Structure Number: 10364,  Location: 1.1 mi S Jct US 60 (Lat: 33.368600,  Lng: -111.563100),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 32,588 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,598 (year 2036),  Design Load: HS 20,  Features Intersected: CAP Canal,  Facility Carried by Structure: Ironwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Very 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1092,  Location: 0.3 mi N of US 60 (Lat: 33.388200,  Lng: -111.494100),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 4,306 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,316 (year 2039),  Design Load: HS 20,  Features Intersected: Hog Wash,  Facility Carried by Structure: Mountain View Road
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),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10997,  Location: 1.0 mi N Jct Combs Rd (Lat: 33.236111,  Lng: -111.536111),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 4,786 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,796 (year 2040),  Design Load: HS 20,  Features Intersected: Queen Creek,  Facility Carried by Structure: Schnepf Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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: 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: October 2021

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Structure Number: 2065,  Location: 23.4 mi E Jct I-10 (Lat: 33.386600,  Lng: -111.563700),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 21,783 (year 2018),  Truck Traffic: 2%,  Features Intersected: Ironwood Drive,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 2066,  Location: 24.4 mi E Jct I-10 (Lat: 33.386600,  Lng: -111.546400),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 14,217 (year 2019),  Truck Traffic: 1%,  Features Intersected: Idaho Road,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 2067,  Location: 25.4 mi E Jct I-10 (Lat: 33.386600,  Lng: -111.529000),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 8,154 (year 2019),  Truck Traffic: 1%,  Features Intersected: Tomahawk Road,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 2068,  Location: 26.4 mi E Jct I-10 (Lat: 33.387000,  Lng: -111.511800),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 3,683 (year 2019),  Truck Traffic: 1%,  Features Intersected: Goldfield Road,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 47.2m (154.9ft)