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

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Structure Number: 11008,  Location: 0.5 mi N of Northern Ave (Lat: 33.559800,  Lng: -112.393500),  Route carried "on" structure: City street ,  Year Built: 2009,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,272 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,282 (year 2038),  Design Load: HS 20,  Features Intersected: Reems Road Channel,  Facility Carried by Structure: Reems Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: April 2020

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Structure Number: 11009,  Location: W of Reems Road (Lat: 33.566086,  Lng: -112.394144),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,824 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,834 (year 2039),  Design Load: HS 20,  Features Intersected: Reems Road Channel,  Facility Carried by Structure: Olive Ave & BNSFRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 90.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020

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Structure Number: 1116,  Location: 1.0 mi W Jct Reems Rd (Lat: 33.558800,  Lng: -112.409900),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 9,241 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,251 (year 2039),  Design Load: HL 93,  Features Intersected: Sarival Avenue,  Facility Carried by Structure: Northern Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.1 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11161,  Location: 1.0 mi W Jct Reems Rd (Lat: 33.559300,  Lng: -112.409900),  Route carried "on" structure: Ramp City street ,  Year Built: 2013,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 8,565 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,575 (year 2039),  Design Load: HL 93,  Features Intersected: Sarival Avenue,  Facility Carried by Structure: Northern Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.5 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11162,  Location: 1.0 mi E Jct Sarival Rd (Lat: 33.559300,  Lng: -112.394300),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 17,806 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,816 (year 2039),  Design Load: HL 93,  Features Intersected: Reems Rd,  Facility Carried by Structure: Northern Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 36.1m (118.4ft),  Out-to-Out Width: 38.0m (124.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 87.1 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11163,  Location: 2.0 mi E Jct Reems Rd (Lat: 33.557800,  Lng: -112.359300),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 20,711 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,721 (year 2039),  Design Load: HL 93,  Features Intersected: Litchfield Rd,  Facility Carried by Structure: Northern Parkway
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 36.1m (118.4ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11164,  Location: 0.5 mi W Jct Ltchfield Rd (Lat: 33.558000,  Lng: -112.367800),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 20,711 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,721 (year 2039),  Design Load: HL 93,  Features Intersected: BNSF Spur Track,  Facility Carried by Structure: Northern Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 39.8m (130.6ft),  Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1136,  Location: 0.5 mi W of Dysart (Lat: 33.552200,  Lng: -112.350000),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 19,700 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,710 (year 2038),  Design Load: HL 93,  Features Intersected: 135th Ave Channel,  Facility Carried by Structure: Northern Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 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: April 2020

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Structure Number: 11643,  Location: 0.5 mi E of Dysart Rd (Lat: 33.550700,  Lng: -112.333000),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 19,700 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 19,710 (year 2040),  Design Load: HS 20,  Features Intersected: Wash,  Facility Carried by Structure: Northern Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021

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Structure Number: 20006,  Location: 6 miles N of I-10 (Lat: 33.551400,  Lng: -112.418100),  Route carried "on" structure: State highway 303,  Year Built: 2013,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 28,201 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,211 (year 2038),  Design Load: HL 93,  Features Intersected: Northern Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.237,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20007,  Location: 6 miles N of I-10 (Lat: 33.551400,  Lng: -112.418400),  Route carried "on" structure: State highway 303,  Year Built: 2013,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 27,485 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,495 (year 2038),  Design Load: HL 93,  Features Intersected: Northern Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.237,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 32.7m (107.3ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20008,  Location: 6.5 miles N of I-10 (Lat: 33.558800,  Lng: -112.418000),  Route carried "on" structure: State highway 303,  Year Built: 2013,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 27,649 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,659 (year 2038),  Design Load: HL 93,  Features Intersected: Northern Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 178.042,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20009,  Location: 6.5 miles N of I-10 (Lat: 33.558700,  Lng: -112.418400),  Route carried "on" structure: State highway 303,  Year Built: 2013,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 27,587 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,597 (year 2038),  Design Load: HL 93,  Features Intersected: Northern Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 178.042,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20011,  Location: 7 miles N of I-10 (Lat: 33.565700,  Lng: -112.418300),  Route carried "on" structure: State highway 303,  Year Built: 2013,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 27,587 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,597 (year 2038),  Design Load: HL 93,  Features Intersected: Olive Ave/BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 178.814,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20013,  Location: 8 miles N of I-10 (Lat: 33.580400,  Lng: -112.418000),  Route carried "on" structure: State highway 303,  Year Built: 2013,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 26,874 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,884 (year 2038),  Design Load: HL 93,  Features Intersected: Peoria Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.456,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20014,  Location: 8 miles N of I-10 (Lat: 33.580400,  Lng: -112.418300),  Route carried "on" structure: State highway 303,  Year Built: 2013,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 27,377 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,387 (year 2038),  Design Load: HL 93,  Features Intersected: Peoria Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.456,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20022,  Location: Glendale Avenue (Lat: 33.537100,  Lng: -112.418200),  Route carried "on" structure: State highway 303,  Year Built: 2014,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 52,869 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,879 (year 2039),  Design Load: HL 93,  Features Intersected: Glendale Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 182.049,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 57.9m (190.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 58.0m (190.3ft),  Out-to-Out Width: 59.9m (196.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.7 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: 36.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFAZNUEX00001,  Location: 0.3 MILES NORTH OF NORTH (Lat: 33.548592,  Lng: -112.359647),  Route carried "on" structure: Federal lands road ,  Year Built: 1994,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 10 (year 2018),  Average Future Daily Traffic: 12 (year 2038),  Features Intersected: DYSART DRAINAGE DITCH,  Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $75,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: AFAZNUEX00002,  Location: 0.5 MI NW OF NORTH GATE (Lat: 33.550844,  Lng: -112.362800),  Route carried "on" structure: Federal lands road ,  Year Built: 1994,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 10 (year 2018),  Average Future Daily Traffic: 12 (year 2038),  Features Intersected: DYSART DRAINAGE DITCH,  Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 32.0m (105.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: AFAZNUEX00003,  Location: 0.5 MI S OF SUPER SABRE S (Lat: 33.522550,  Lng: -112.375353),  Route carried "on" structure: Federal lands road ,  Year Built: 1994,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 200 (year 2018),  Average Future Daily Traffic: 240 (year 2038),  Features Intersected: UNNAMED DRAINAGE,  Facility Carried by Structure: AMMO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: AFAZNUEX00008,  Location: 0.7 MI. NORTH OF SOUTH G (Lat: 33.540167,  Lng: -112.358556),  Route carried "on" structure: Federal lands road ,  Year Built: 2007,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 5,000 (year 2015),  Average Future Daily Traffic: 6,000 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: N LITCHFIELD ROAD,  Facility Carried by Structure: THUNDERBIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.977,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: Air Force,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $113,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2002,  Location: 0.4 mi N of Jct US 60 (Lat: 33.652700,  Lng: -112.232800),  Route carried "under" structure: State highway 101,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 100,602 (year 2019),  Truck Traffic: 7%,  Features Intersected: Loop 101,  Facility Carried by Structure: Union Hills Drive
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 25.428,  Lanes on structure: 10,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 2051,  Location: 17.24 mi N of Jct I 10 (Lat: 33.667500,  Lng: -112.220400),  Route carried "under" structure: State highway 101,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 135,200 (year 2019),  Truck Traffic: 7%,  Features Intersected: Loop 101,  Facility Carried by Structure: 75th Avenue
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 27.745,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 2052,  Location: 18.24 mi N of Jct I 10 (Lat: 33.667600,  Lng: -112.203000),  Route carried "under" structure: State highway 101,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 140,119 (year 2019),  Truck Traffic: 7%,  Features Intersected: Loop 101,  Facility Carried by Structure: 67th Avenue
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 29.354,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 2053,  Location: 4.21 mi W of Jct I 17 (Lat: 33.667800,  Lng: -112.186700),  Route carried "under" structure: State highway 101,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 140,119 (year 2019),  Truck Traffic: 7%,  Features Intersected: SL 101,  Facility Carried by Structure: 59th Avenue
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 30.867,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 206,  Location: 3.3 mi N of Jct US 60 (Lat: 33.643700,  Lng: -112.235700),  Route carried "under" structure: State highway 101,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 97,728 (year 2019),  Truck Traffic: 7%,  Features Intersected: Loop 101,  Facility Carried by Structure: 83rd Avenue
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 24.333,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 2069,  Location: 20.19 mi N of Jct I 10 (Lat: 33.668400,  Lng: -112.169600),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 15,549 (year 2020),  Truck Traffic: 1%,  Features Intersected: 51st Avenue,  Facility Carried by Structure: SL 101
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 2083,  Location: 6.96 mi N Jct I-10 (Lat: 33.536900,  Lng: -112.269600),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 25,500 (year 2018),  Truck Traffic: 3%,  Features Intersected: Glendale Ave,  Facility Carried by Structure: Loop 101 NB
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 63.1m (207.0ft)

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Structure Number: 2321,  Location: SR101/Union Hills Dr (Lat: 33.653000,  Lng: -112.232800),  Route carried "under" structure: State highway 101,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 98,726 (year 2018),  Truck Traffic: 7%,  Features Intersected: SR101,  Facility Carried by Structure: Beardsley Ramp D
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 25.428,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 2545,  Location: 6.96 mi N Jct I-10 (Lat: 33.536900,  Lng: -112.269900),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 25,500 (year 2018),  Truck Traffic: 3%,  Features Intersected: Glendale Ave,  Facility Carried by Structure: Loop 101 SB
Minimum Vertical Clearance: 5.37m (17.62ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 63.1m (207.0ft)

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Structure Number: 2546,  Location: 6 mi North of I 10 (Lat: 33.522500,  Lng: -112.268900),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 3,900 (year 2018),  Truck Traffic: 5%,  Features Intersected: B. Home Rd. & canals,  Facility Carried by Structure: Loop 101 NB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 2547,  Location: 6 mi North of I 10 (Lat: 33.522500,  Lng: -112.269200),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 3,900 (year 2018),  Truck Traffic: 5%,  Features Intersected: B. Home Rd & canals,  Facility Carried by Structure: Loop 101 SB
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 265,  Location: B. Home @ 51st Ave (Lat: 33.523800,  Lng: -112.169200),  Route carried "under" structure: US 60,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 72,477 (year 2019),  Truck Traffic: 9%,  Features Intersected: Grand Ave & Bethany Home,  Facility Carried by Structure: 51st Avenue
Minimum Vertical Clearance: 8.02m (26.31ft),  Kilometerpoint: 251.347,  Lanes on structure: 5,  Lanes under structure: 13,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 2651,  Location: 43rd Ave @ Camelback Rd (Lat: 33.511600,  Lng: -112.153700),  Route carried "under" structure: Ramp US 60,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 4,380 (year 2015),  Truck Traffic: 5%,  Features Intersected: Grand Avenue Ramp
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 2652,  Location: 43rd Ave @ Camelback (Lat: 33.510200,  Lng: -112.151900),  Route carried "under" structure: City street ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 65,706 (year 2019),  Truck Traffic: 5%,  Features Intersected: 43rd Ave & Camelback,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 6.76m (22.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 16,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 2653,  Location: 43rd Ave @ Camelback (Lat: 33.510400,  Lng: -112.151900),  Route carried "under" structure: City street ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 65,706 (year 2019),  Truck Traffic: 5%,  Features Intersected: 43rd Ave & Camelback Rd,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 7.02m (23.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 16,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: 2698,  Location: 59th Av/Glendale Ave/US60 (Lat: 33.538600,  Lng: -112.186300),  Route carried "under" structure: US 60,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 45,134 (year 2019),  Truck Traffic: 9%,  Features Intersected: US 60,  Facility Carried by Structure: 59th Ave/Glendale
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 249.126,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 2699,  Location: 67th Ave @ Northern (Lat: 33.552100,  Lng: -112.203600),  Route carried "under" structure: US 60,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 47,879 (year 2019),  Truck Traffic: 4%,  Features Intersected: Northern Ave & RR,  Facility Carried by Structure: 67th Ave
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 246.712,  Lanes on structure: 4,  Lanes under structure: 15,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 2707,  Location: Maryland @ 55th Ave (Lat: 33.531800,  Lng: -112.178800),  Route carried "under" structure: US 60,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 45,134 (year 2019),  Truck Traffic: 9%,  Features Intersected: 55th Ave & US 60,  Facility Carried by Structure: Maryland Avenue
Minimum Vertical Clearance: 7.50m (24.61ft),  Kilometerpoint: 249.931,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.3m (178.1ft)

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Structure Number: 2851,  Location: 0.5 mi S Glendale Ave (Lat: 33.530100,  Lng: -112.269700),  Route carried "under" structure: State highway 101,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 117,867 (year 2019),  Truck Traffic: 7%,  Features Intersected: 101L,  Facility Carried by Structure: Maryland Ave
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 10.461,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 2969,  Location: 4.3 mi N I-10 (Lat: 33.522400,  Lng: -112.418500),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 1,278 (year 2019),  Truck Traffic: 5%,  Features Intersected: Bethany Home Rd,  Facility Carried by Structure: SR 303L
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 297,  Location: 4.3 mi N I-10 (Lat: 33.522400,  Lng: -112.418800),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 1,278 (year 2019),  Truck Traffic: 5%,  Features Intersected: Bethany Home Rd,  Facility Carried by Structure: SR 303L
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 9301,  Location: 0.2 mi E Jct El Mirage Rd (Lat: 33.536500,  Lng: -112.320400),  Route carried "under" structure: ServiceOther road ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2020),  Truck Traffic: 50%,  Features Intersected: Agua Fria River,  Facility Carried by Structure: Glendale Avenue
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 10604,  Location: 300' E Jct 63rd Ave (Lat: 33.667800,  Lng: -112.194100),  Route carried "under" structure: _,  Year Built: 2011,  Structure Length: 0. m,  Features Intersected: Multiuse Path,  Facility Carried by Structure: Beardsley
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 10605,  Location: Jct 101L & 63rd Ave (Lat: 33.667900,  Lng: -112.195100),  Route carried "under" structure: State highway 101,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 144,710 (year 2018),  Truck Traffic: 7%,  Features Intersected: 101L,  Facility Carried by Structure: 63rd Avenue
Minimum Vertical Clearance: 6.21m (20.37ft),  Kilometerpoint: 30.256,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stayed Girder,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 1116,  Location: 1.0 mi W Jct Reems Rd (Lat: 33.558800,  Lng: -112.409900),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 949 (year 2019),  Truck Traffic: 2%,  Features Intersected: Sarival Avenue,  Facility Carried by Structure: Northern Parkway
Minimum Vertical Clearance: 6.87m (22.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 11161,  Location: 1.0 mi W Jct Reems Rd (Lat: 33.559300,  Lng: -112.409900),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 949 (year 2019),  Truck Traffic: 5%,  Features Intersected: Sarival Avenue,  Facility Carried by Structure: Northern Parkway
Minimum Vertical Clearance: 6.51m (21.36ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 11162,  Location: 1.0 mi E Jct Sarival Rd (Lat: 33.559300,  Lng: -112.394300),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 10,071 (year 2019),  Truck Traffic: 5%,  Features Intersected: Reems Rd,  Facility Carried by Structure: Northern Pkwy
Minimum Vertical Clearance: 5.78m (18.96ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 11163,  Location: 2.0 mi E Jct Reems Rd (Lat: 33.557800,  Lng: -112.359300),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 15,761 (year 2019),  Truck Traffic: 5%,  Features Intersected: Litchfield Rd,  Facility Carried by Structure: Northern Parkway
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 20006,  Location: 6 miles N of I-10 (Lat: 33.551400,  Lng: -112.418100),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,520 (year 2018),  Features Intersected: Northern Ave,  Facility Carried by Structure: SR 303L
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 20007,  Location: 6 miles N of I-10 (Lat: 33.551400,  Lng: -112.418400),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,520 (year 2018),  Features Intersected: Northern Avenue,  Facility Carried by Structure: 303L
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 20008,  Location: 6.5 miles N of I-10 (Lat: 33.558800,  Lng: -112.418000),  Route carried "under" structure: Ramp City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2020),  Features Intersected: Northern Parkway,  Facility Carried by Structure: SR 303L
Minimum Vertical Clearance: 6.24m (20.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 20009,  Location: 6.5 miles N of I-10 (Lat: 33.558700,  Lng: -112.418400),  Route carried "under" structure: Ramp City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2020),  Features Intersected: Northern Parkway,  Facility Carried by Structure: SR303L
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 2001,  Location: 7 miles N of I-10 (Lat: 33.565700,  Lng: -112.418000),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 8,993 (year 2018),  Features Intersected: Olive Ave/BNSF RR,  Facility Carried by Structure: SR303L
Minimum Vertical Clearance: 7.73m (25.36ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 20011,  Location: 7 miles N of I-10 (Lat: 33.565700,  Lng: -112.418300),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 8,993 (year 2018),  Features Intersected: Olive Ave/BNSF RR,  Facility Carried by Structure: SR303L
Minimum Vertical Clearance: 7.38m (24.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 20013,  Location: 8 miles N of I-10 (Lat: 33.580400,  Lng: -112.418000),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 5,293 (year 2018),  Features Intersected: Peoria Ave,  Facility Carried by Structure: SR303L
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 20014,  Location: 8 miles N of I-10 (Lat: 33.580400,  Lng: -112.418300),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 5,293 (year 2018),  Truck Traffic: 4%,  Features Intersected: Peoria Ave,  Facility Carried by Structure: SR303L
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 20022,  Location: Glendale Avenue (Lat: 33.537100,  Lng: -112.418200),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 3,645 (year 2020),  Truck Traffic: 5%,  Features Intersected: Glendale Avenue,  Facility Carried by Structure: 303L NB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)