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

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Structure Number: 10789,  Location: 0.36 mi W of Cave Creek (Lat: 33.687608,  Lng: -112.037853),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 25,027 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,037 (year 2039),  Design Load: HS 20,  Features Intersected: CAP Canal,  Facility Carried by Structure: Deer Valley Road
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 41.0 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: December 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1079,  Location: Deer Valley E/O 7th St (Lat: 33.684058,  Lng: -112.058156),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 21,613 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,623 (year 2039),  Design Load: HS 20,  Features Intersected: Cave Creek,  Facility Carried by Structure: Deer Valley Road
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10801,  Location: 50 ft N Mcdowell Rd (Lat: 33.465100,  Lng: -112.263700),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,415 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,425 (year 2039),  Design Load: HS 20,  Features Intersected: RID Canal,  Facility Carried by Structure: N 95th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 62.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10802,  Location: 50 ft N Mcdowell Rd (Lat: 33.465058,  Lng: -112.265719),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,100 (year 2039),  Design Load: HS 20,  Features Intersected: RID Canal,  Facility Carried by Structure: N 95th Lane
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),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 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: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10803,  Location: 50 ft N Mcdowell Rd (Lat: 33.465194,  Lng: -112.257906),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,100 (year 2039),  Design Load: HS 20,  Features Intersected: RID Canal,  Facility Carried by Structure: N 92nd Drive
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10804,  Location: 50 ft N Mcdowell Rd (Lat: 33.469700,  Lng: -112.261300),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,100 (year 2030),  Design Load: HS 20,  Features Intersected: RID Canal,  Facility Carried by Structure: N 93rd Lane
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),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10805,  Location: 95 AVE 500 FT S/O PALM LN (Lat: 33.467272,  Lng: -112.264036),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 3,415 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,425 (year 2034),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: 95 AVENUE
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020

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Structure Number: 10806,  Location: ENCANTO 500 FT W/O 91 AVE (Lat: 33.472225,  Lng: -112.255642),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,135 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,145 (year 2036),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: ENCANTO BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 10851,  Location: Dsrt Wldflower E/0 16Ave (Lat: 33.778858,  Lng: -112.091600),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 20 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 30 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Desert Wildflower
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.5m (4.9ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Channel: Very good,  Culverts: Good,  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: November 2020

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Structure Number: 10853,  Location: 0.01 mi W of 103rd Ave (Lat: 33.414328,  Lng: -112.280792),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,010 (year 2041),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Country Place Blvd
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),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 10854,  Location: Montello 300ft E/0 34 Ln (Lat: 33.811342,  Lng: -112.133558),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,010 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Montello Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 78.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020

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Structure Number: 10881,  Location: Thunderbird @ Point Golf (Lat: 33.604822,  Lng: -112.054361),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 31,967 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,977 (year 2039),  Design Load: HS 20,  Features Intersected: Cart Path,  Facility Carried by Structure: Thunderbird Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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: November 2020

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Structure Number: 10882,  Location: 0.07 mi E of 50th Avenue (Lat: 33.885419,  Lng: -112.166050),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Circle Mountain Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021

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Structure Number: 10883,  Location: 0.07 mi E of 51st Ave (Lat: 33.880394,  Lng: -112.168294),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Carpenter Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 86.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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 48 months,  Inspection Date: January 2021

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Structure Number: 10937,  Location: 0.13 mi S of Oregon Ave (Lat: 33.511428,  Lng: -112.323925),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 7,475 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,485 (year 2039),  Design Load: HL 93,  Features Intersected: Wigwam Creek Wash,  Facility Carried by Structure: El Mirage Road
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10975,  Location: 1.1 mi E of Paloma Pkwy (Lat: 33.781322,  Lng: -112.080933),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 2,101 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,101 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Dove Valley Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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: January 2018

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Structure Number: 10976,  Location: 0.3 mi W of Paloma Pkwy (Lat: 33.783814,  Lng: -112.104267),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,101 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,101 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Dove Valley Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 70.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018

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Structure Number: 10977,  Location: 2.8 mi E of N Paloma Pkwy (Lat: 33.767700,  Lng: -112.058800),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: E Dove Valley Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 49.0 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018

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Structure Number: 10978,  Location: 3.9 mi. from Paloma Pkwy (Lat: 33.762997,  Lng: -112.044136),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 4,556 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,566 (year 2035),  Design Load: HL 93,  Features Intersected: Dry Wash,  Facility Carried by Structure: Sonoran Desert Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10979,  Location: 4.5 mi E of Paloma Pkwy (Lat: 33.763000,  Lng: -112.034200),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Desert Sonoran Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 7 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 49.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018

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Structure Number: 1098,  Location: 4.7 mi E of Paloma Pkwy (Lat: 33.763000,  Lng: -112.028853),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 4,556 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,566 (year 2035),  Design Load: HL 93,  Features Intersected: Cave Creek,  Facility Carried by Structure: Sonoran Desert Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.7m (110.6ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10981,  Location: 4.9 mi S. of Paloma Pkwy (Lat: 33.762503,  Lng: -112.025628),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 4,556 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,566 (year 2035),  Design Load: HS 20,  Features Intersected: Cave Creek,  Facility Carried by Structure: Sonoran Desert Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.0 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10982,  Location: 5.7 mi S/O Paloma Pkwy (Lat: 33.757328,  Lng: -112.015275),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 2,101 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,101 (year 2033),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Sonoran Desert Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.4m (11.2ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Inventory Rating: 73.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018

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Structure Number: 10983,  Location: 6.1 Mi S/O Paloma Pky (Lat: 33.749100,  Lng: -112.012900),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2033),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Sonoran Desert Dr.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 49.0 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018

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Structure Number: 10984,  Location: 0.1mi N. Dynamite Blvd (Lat: 33.742600,  Lng: -112.012900),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2033),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Sonoran Desert Dr.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Inventory Rating: 72.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018

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Structure Number: 10985,  Location: 0.6 mi W of Cave Creek Rd (Lat: 33.740072,  Lng: -112.012575),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 3,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2033),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Sonoran Desert Dr.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Inventory Rating: 88.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018

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Structure Number: 10986,  Location: .50 MI W/O Cave Creek Rd. (Lat: 33.736350,  Lng: -112.008114),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Sonoran Desert Dr
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 49.0 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018

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Structure Number: 10993,  Location: Apache Blvd at SR 101 (Lat: 33.414794,  Lng: -111.891733),  Route carried "on" structure: ,  Year Built: 2009,  Status: Open,  Structure Length: 7.16m (23.49ft),  Design Load: Railroad,  Features Intersected: SR 101,  Facility Carried by Structure: Light Rail
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Owner: Railroad,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11017,  Location: 0.09 mi N of 1st Street (Lat: 33.430900,  Lng: -111.943500),  Route carried "on" structure: ,  Year Built: 2006,  Status: Open,  Structure Length: 46.76m (153.41ft),  Design Load: Railroad,  Features Intersected: Salt River,  Facility Carried by Structure: Valley Metro Rail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Owner: Railroad,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 49.7m (163.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

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

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Structure Number: 11018,  Location: 5.9 mi S/O Paloma Pkwy (Lat: 33.755089,  Lng: -112.013778),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2034),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Sonoran Desert Dr.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 49.0 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018

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Structure Number: 11019,  Location: 100 Ft EW/O Cave Creek Rd (Lat: 33.734969,  Lng: -112.004836),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 3,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2014),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Sonoran Desert Dr
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 49.0 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018

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Structure Number: 1102,  Location: 0.15 mi E of 60th Street (Lat: 33.770300,  Lng: -111.949300),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 6,889 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,889 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Lone Mountian Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 64.7 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 2018

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Structure Number: 11021,  Location: 80 ft S of Lower Buckeye (Lat: 33.420825,  Lng: -112.268442),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 600 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: 97th Avenue
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018

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Structure Number: 11022,  Location: 100 ft E of 91st Avenue (Lat: 33.417858,  Lng: -112.255183),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 600 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Crown King Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 81.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018

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Structure Number: 11023,  Location: 100 ft E of 91st Avenue (Lat: 33.415644,  Lng: -112.255117),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 600 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Superior Avenue
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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 81.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018

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Structure Number: 11024,  Location: Copperhead Trl E/O Gambit (Lat: 33.733975,  Lng: -112.094061),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 1,190 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,200 (year 2035),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Copperhead Trl
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019

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Structure Number: 11025,  Location: O Shag Henesey at 27 Ave (Lat: 33.295519,  Lng: -112.118861),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 600 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Shaughnessey Rd
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 15 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018

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Structure Number: 11062,  Location: 300 ft S Monroe St (Lat: 33.449400,  Lng: -112.070300),  Route carried "on" structure: ,  Year Built: 2009,  Structure Length: 4.63m (15.19ft),  Design Load: Pedestrian,  Features Intersected: N 3rd Street,  Facility Carried by Structure: Pedestrian Walkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 4.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Underclear: Superior 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: 11063,  Location: Central N of Jefferson St (Lat: 33.447906,  Lng: -112.074050),  Route carried "on" structure: ,  Year Built: 2009,  Structure Length: 3.23m (10.60ft),  Design Load: Pedestrian,  Features Intersected: Central Ave,  Facility Carried by Structure: Ped Bridge
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Owner: Private,  Approaching Roadway Width: 2.4m (7.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 2.4m (7.9ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11083,  Location: N/O BUCKEYE RD (Lat: 33.444800,  Lng: -112.203400),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 29,890 (year 2011),  Truck Traffic: 20%,  Average Future Daily Traffic: 30,890 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE CHANNEL,  Facility Carried by Structure: 67TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  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: March 2019

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Structure Number: 11112,  Location: East of Terminal 4 (Lat: 33.438200,  Lng: -111.986167),  Route carried "on" structure: ,  Year Built: 2010,  Structure Length: 6.25m (20.51ft),  Design Load: HS 20,  Features Intersected: 44th Street Offramp,  Facility Carried by Structure: Sky Train Guideway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11113,  Location: 0.03 mi E of 44th St (Lat: 33.438431,  Lng: -111.985331),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 510 (year 2041),  Design Load: HS 20,  Features Intersected: 44th Street Ramp NB,  Facility Carried by Structure: Maint. Yard access
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11114,  Location: 59th Ave S/O Baseline Rd (Lat: 33.375300,  Lng: -112.184700),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 1,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,000 (year 2030),  Design Load: HS 20,  Features Intersected: Laveen Con Channel,  Facility Carried by Structure: 59th Ave
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 42.6m (139.8ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 90.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11116,  Location: 0.10 mi N of Buchanan St (Lat: 33.445003,  Lng: -112.073900),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,597 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,607 (year 2040),  Design Load: HS 20,  Features Intersected: Central Avenue,  Facility Carried by Structure: Jackson Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  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: 11119,  Location: 0.34 mi E of 19th Ave (Lat: 33.626078,  Lng: -112.093883),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 28,784 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,794 (year 2040),  Design Load: HS 20,  Features Intersected: Cave Creek Wash,  Facility Carried by Structure: Greenway Pkwy
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 37 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 48.1 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020