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

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Structure Number: 7603,  Location: 130 ft S of Greenway Pkwy (Lat: 33.637044,  Lng: -112.065489),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 32,691 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,691 (year 2030),  Design Load: HS 20,  Features Intersected: East Fork of Cave Creek,  Facility Carried by Structure: 7th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Inventory Rating: 68.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.10m (0.33ft),  Designated Inspection Frequency: Every 48 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: 7604,  Location: 0.1 mi E of 3rd Ave (Lat: 33.633239,  Lng: -112.076278),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 28,486 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,486 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Greenway Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 22 degrees,  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: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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: November 2021

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Structure Number: 7732,  Location: WEST OF 8TH AVENUE (Lat: 33.639006,  Lng: -112.084764),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 2.21m (7.25ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,010 (year 2040),  Design Load: HS 20,  Features Intersected: Cave Creek,  Facility Carried by Structure: PHELPS ROAD
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: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7733,  Location: 0.3 MI SOUTH OF BELL ROAD (Lat: 33.634728,  Lng: -112.086197),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 310 (year 2040),  Design Load: HS 20,  Features Intersected: Cave Creek,  Facility Carried by Structure: 10TH AVENUE
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: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 88.2 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020

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Structure Number: 7734,  Location: 0.4 MI SOUTH OF BELL ROAD (Lat: 33.633897,  Lng: -112.087128),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 2.21m (7.25ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,510 (year 2040),  Design Load: HS 20,  Features Intersected: Cave Creek,  Facility Carried by Structure: 11TH AVENUE
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: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7735,  Location: EAST OF 15TH AVENUE (Lat: 33.618100,  Lng: -112.090100),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,750 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,760 (year 2040),  Design Load: HS 20,  Features Intersected: Cave Creek,  Facility Carried by Structure: TIERRA BUENA 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),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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: 7736,  Location: 0.03 mi N of Capistrano (Lat: 33.351778,  Lng: -111.991300),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2041),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: 43rd Street
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: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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: March 2021

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Structure Number: 7737,  Location: N OF LAKESIDE BLVD (Lat: 33.332958,  Lng: -111.997258),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 1,025 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,125 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: 40 TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7738,  Location: E OF HONAH LEE CT (Lat: 33.336086,  Lng: -112.013231),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 378 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 478 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: TUZIGOOT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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: March 2019

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Structure Number: 7739,  Location: W OF 35TH STREET (Lat: 33.333778,  Lng: -112.008867),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 400 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: SUNCREST CT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.3m (4.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: March 2019

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Structure Number: 774,  Location: N OF CHEROKEE STREET (Lat: 33.332550,  Lng: -112.006878),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 3,804 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,804 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: 36TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: 19.5m (64.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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: March 2019

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Structure Number: 7741,  Location: S OF COCONINO STREET (Lat: 33.330108,  Lng: -112.005578),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 3,804 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,804 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: 36TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.8 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: March 2019

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Structure Number: 7742,  Location: AT KERESAN DRIVE (Lat: 33.330703,  Lng: -112.009789),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 650 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 660 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: WARPAINT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  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: 13.5m (44.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  Culverts: Fair,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7743,  Location: AT WARPAINT DRIVE (Lat: 33.324831,  Lng: -112.010953),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,050 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,060 (year 2040),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: KNOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7744,  Location: E OF 40TH WAY (Lat: 33.302164,  Lng: -111.995619),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 734 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: WOODLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  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: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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: March 2019

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Structure Number: 7745,  Location: EAST OF 28TH STREET (Lat: 33.300639,  Lng: -112.020956),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 1,767 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: MOUNTAIN VISTA DR
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: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019

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Structure Number: 7746,  Location: AT CHANDLER BOULEVARD (Lat: 33.303944,  Lng: -112.022778),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 2,167 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,267 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: 28TH STREET
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: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft)

Condition: Channel: 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 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: 7747,  Location: AT CHANDLER BOULEVARD (Lat: 33.305228,  Lng: -112.030972),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 1,521 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,600 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: 25TH STREET
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: 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: 1.4m (4.6ft),  Right: 1.4m (4.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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: March 2019

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Structure Number: 7748,  Location: West of 11th Way (Lat: 33.296800,  Lng: -112.066200),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 2,660 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Liberty Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  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: 7749,  Location: APPROX. 21ST STREET (Lat: 33.292347,  Lng: -112.038094),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,793 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2030),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Liberty Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 65.0 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: March 2019

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Structure Number: 775,  Location: N OF MISSION LANE (Lat: 33.570889,  Lng: -111.995647),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,229 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,239 (year 2039),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: 40TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 777,  Location: 0.13 mi S of Madison St (Lat: 33.443992,  Lng: -112.095883),  Route carried "on" structure: ,  Year Built: 1936,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 100 (year 2007),  Average Future Daily Traffic: 120 (year 2030),  Design Load: Railroad,  Features Intersected: 17th Avenue,  Facility Carried by Structure: UPRR/BNSF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  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: 15.0m (49.2ft),  Out-to-Out Width: 24.1m (79.1ft)

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

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Structure Number: 781,  Location: Ray Rd & 27th Way (Lat: 33.312500,  Lng: -112.022600),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 20,941 (year 2019),  Average Future Daily Traffic: 20,951 (year 2039),  Design Load: HS 20,  Features Intersected: WASH,  Facility Carried by Structure: RAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 20 degrees,  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: 2.4m (7.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020

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Structure Number: 7811,  Location: West Of Desert Foothill (Lat: 33.306625,  Lng: -112.056928),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 17,032 (year 2019),  Average Future Daily Traffic: 17,042 (year 2039),  Design Load: HS 20,  Features Intersected: WASH,  Facility Carried by Structure: Chandler Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.4m (7.9ft)

Condition: Channel: 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: October 2020

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Structure Number: 7812,  Location: Chandler Blvd At Ray Rd (Lat: 33.305475,  Lng: -112.027469),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 14,958 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,968 (year 2039),  Design Load: HS 20,  Features Intersected: WASH,  Facility Carried by Structure: Chandler Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 3 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: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2020

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Structure Number: 7813,  Location: East Of 28th Street (Lat: 33.304250,  Lng: -112.022197),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 18,803 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,813 (year 2039),  Design Load: HS 20,  Features Intersected: WASH,  Facility Carried by Structure: Chandler Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.6m (8.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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: October 2020

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Structure Number: 7814,  Location: E Of 40th Street (Lat: 33.305225,  Lng: -111.995622),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 32,972 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,982 (year 2039),  Design Load: HS 20,  Features Intersected: WASH,  Facility Carried by Structure: Chandler Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.9m (81.7ft),  Skew: 20 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: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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: October 2020

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Structure Number: 7822,  Location: 16th St N Of Glendale Ave (Lat: 33.540292,  Lng: -112.047494),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 22,253 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,263 (year 2039),  Design Load: HS 20,  Features Intersected: AZ Canal Div Channel,  Facility Carried by Structure: 16TH ST
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),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.5m (106.6ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 60.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7823,  Location: Glendale Ave E Of 16th St (Lat: 33.538261,  Lng: -112.045619),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 51,559 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 51,569 (year 2039),  Design Load: HS 20,  Features Intersected: AZ Canal Div Channel,  Facility Carried by Structure: GLENDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7824,  Location: 0.60 mi N of Camelback Rd (Lat: 33.518553,  Lng: -112.012906),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 19,822 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,832 (year 2040),  Design Load: HS 20,  Features Intersected: AZ Canal Div Channel,  Facility Carried by Structure: 32nd Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Skew: 2 degrees,  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: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7877,  Location: .3 MI N OF IND SCH RD (Lat: 33.498664,  Lng: -112.054342),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,510 (year 2040),  Design Load: HS 20,  Features Intersected: Grand Canal,  Facility Carried by Structure: LONGVIEW
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),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 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 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7878,  Location: DESERT FOOT AT FRYE RD (Lat: 33.298125,  Lng: -112.060844),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 3,300 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2030),  Design Load: HS 20,  Features Intersected: WASH,  Facility Carried by Structure: DESERT FOOTHILLS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.3m (7.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 90.2 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: March 2019

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Structure Number: 7879,  Location: MARYLAND AVE AT ACDC (Lat: 33.531044,  Lng: -112.038386),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 2,069 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,079 (year 2039),  Design Load: HS 20,  Features Intersected: AZ Canal Div Channel,  Facility Carried by Structure: MARYLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 68.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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: 7891,  Location: LIBERTY LA W OF 28TH PL (Lat: 33.293014,  Lng: -112.022808),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 3,968 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,069 (year 2030),  Design Load: HS 20,  Features Intersected: WASH,  Facility Carried by Structure: Liberty 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: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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: March 2019

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Structure Number: 7892,  Location: 0.03 mi W of 44th Street (Lat: 33.335897,  Lng: -111.988731),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,010 (year 2040),  Design Load: HS 20,  Features Intersected: Unnamed Wash,  Facility Carried by Structure: Ahwatukee Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Fair,  Inventory Rating: 65.3 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: Febuary 2021

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Structure Number: 7893,  Location: DESERT FOOT S OF LIBERTY (Lat: 33.295039,  Lng: -112.062883),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 4,000 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,000 (year 2030),  Design Load: HS 20,  Features Intersected: WASH,  Facility Carried by Structure: DESERT FOOTHILLS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.6m (5.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 93.1 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: March 2019

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Structure Number: 7914,  Location: 35th Ave N Of Dunlap Ave (Lat: 33.572322,  Lng: -112.134225),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 29,349 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,359 (year 2039),  Design Load: HS 20,  Features Intersected: AZ Canal Div Channel,  Facility Carried by Structure: 35TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.1m (59.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7915,  Location: 7th Ave N Of Dunlap Ave (Lat: 33.568642,  Lng: -112.082550),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 14,913 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,923 (year 2039),  Design Load: HS 20,  Features Intersected: AZ Canal Div Channel,  Facility Carried by Structure: 7TH Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.7m (64.6ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7916,  Location: Dunlap Ave E Of 7th Ave (Lat: 33.567617,  Lng: -112.079492),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 28,030 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,040 (year 2039),  Design Load: HS 20,  Features Intersected: AZ Canal Div Channel,  Facility Carried by Structure: DUNLAP AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 71.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2020)

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Structure Number: 7917,  Location: Central Ave S Of Dunlap (Lat: 33.562892,  Lng: -112.073917),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 15,282 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,292 (year 2039),  Design Load: HS 20,  Features Intersected: AZ Canal Div Channel,  Facility Carried by Structure: Central Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 78.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 7918,  Location: 7th St. S Of Butler Dr (Lat: 33.557728,  Lng: -112.065275),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 33,831 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,841 (year 2039),  Design Load: HS 20,  Features Intersected: AZ Canal Div Channel,  Facility Carried by Structure: 7th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7919,  Location: 1.00 mi N of Camelback Rd (Lat: 33.524383,  Lng: -112.030000),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 17,827 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,837 (year 2040),  Design Load: HS 20,  Features Intersected: AZ Canal Div Channel,  Facility Carried by Structure: 24th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 792,  Location: 16TH ST AT GREENWAY PKWY (Lat: 33.635978,  Lng: -112.048183),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 11,400 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,000 (year 2030),  Design Load: HS 20,  Features Intersected: East Fork of Cave Creek,  Facility Carried by Structure: 16TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.8 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: November 2021

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Structure Number: 7921,  Location: 0.50 mi N of Union Hills (Lat: 33.661836,  Lng: -112.169081),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 20,168 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,178 (year 2040),  Design Load: HS 20,  Features Intersected: Skunk Creek,  Facility Carried by Structure: 51st Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7922,  Location: S OF JOMAX RD (Lat: 33.723708,  Lng: -112.010158),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 23,658 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,668 (year 2039),  Design Load: HS 20,  Features Intersected: Dry Wash,  Facility Carried by Structure: Cave Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: December 2019