Bridge Statistics for Sun City West, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 121ft / 36.7mTotal length
- 178,521Total average daily traffic
- 20,271Total average daily truck traffic
- 178,761Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sun City West
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 41970-1979
- 51980-1989
- 61990-1999
- 42000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Fair
- Bridge Condition - Superstructure
- 50.0%Good
- 50.0%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 4.3%Very good
- 91.3%Good
- 4.3%Satisfactory
- Bridge Condition - Culverts
- 54.5%Good
- 45.5%Satisfactory
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Structure Number: 755, Location: 6.9 mi W Jct US 95 (Lat: 33.646597, Lng: -114.335911), Route carried "on" structure: Interstate 10, Year Built: 1963, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 10,013 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 10,023 (year 2038), Design Load: HS 20, Features Intersected: Dome Rock Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.232, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 755, Location: 6.9 mi W Jct US 95 (Lat: 33.646597, Lng: -114.335911), Route carried "on" structure: Interstate 10, Year Built: 1963, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 10,013 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 10,023 (year 2038), Design Load: HS 20, Features Intersected: Dome Rock Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.232, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 857, Location: 4.2 mi W Jct SR 89 (Lat: 33.297900, Lng: -111.393000), Route carried "on" structure: US 60, Year Built: 1965, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 6,937 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 6,947 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 334.711, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 857, Location: 4.2 mi W Jct SR 89 (Lat: 33.297900, Lng: -111.393000), Route carried "on" structure: US 60, Year Built: 1965, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 6,937 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 6,947 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 334.711, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7225, Location: 3.2 mi NE of US 60 (Lat: 33.697686, Lng: -112.356700), Route carried "on" structure: State highway 303, Year Built: 2004, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 14,320 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 14,330 (year 2037), Design Load: HS 20, Features Intersected: Unnamed Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 196.900, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 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: 76.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
Structure Number: 7225, Location: 3.2 mi NE of US 60 (Lat: 33.697686, Lng: -112.356700), Route carried "on" structure: State highway 303, Year Built: 2004, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 14,320 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 14,330 (year 2037), Design Load: HS 20, Features Intersected: Unnamed Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 196.900, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 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: 76.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
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Structure Number: 7226, Location: 4.7 mi NE of US 60 (Lat: 33.698428, Lng: -112.329947), Route carried "on" structure: State highway 303, Year Built: 2004, Year Reconstructed: 2015, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 32,637 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 32,647 (year 2038), Design Load: HS 20, Features Intersected: McMicken Dam Outfall
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.480, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 11, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
Structure Number: 7226, Location: 4.7 mi NE of US 60 (Lat: 33.698428, Lng: -112.329947), Route carried "on" structure: State highway 303, Year Built: 2004, Year Reconstructed: 2015, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 32,637 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 32,647 (year 2038), Design Load: HS 20, Features Intersected: McMicken Dam Outfall
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.480, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 11, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: 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: 7227, Location: 0.5 Mi. E/ El Mirage Rd (Lat: 33.698417, Lng: -112.324575), Route carried "on" structure: State highway 303, Year Built: 2004, Year Reconstructed: 2015, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 18,443 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 18,453 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Estrella Rdwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.960, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 38.7m (127.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
Structure Number: 7227, Location: 0.5 Mi. E/ El Mirage Rd (Lat: 33.698417, Lng: -112.324575), Route carried "on" structure: State highway 303, Year Built: 2004, Year Reconstructed: 2015, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 18,443 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 18,453 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Estrella Rdwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.960, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 38.7m (127.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019
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Structure Number: 7549, Location: 0.29 mi W/ Spanish Garden (Lat: 33.649467, Lng: -112.357192), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,629 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,639 (year 2039), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Aleppo Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7549, Location: 0.29 mi W/ Spanish Garden (Lat: 33.649467, Lng: -112.357192), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,629 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,639 (year 2039), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Aleppo Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 755, Location: 200' E/ 141st Ave (Lat: 33.661136, Lng: -112.363872), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Cavalcade Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 92.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 755, Location: 200' E/ 141st Ave (Lat: 33.661136, Lng: -112.363872), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Cavalcade Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 92.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7554, Location: 200' W/ 136th Dr_SCW (Lat: 33.647750, Lng: -112.357572), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Gemstone Drive
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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 7554, Location: 200' W/ 136th Dr_SCW (Lat: 33.647750, Lng: -112.357572), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Gemstone Drive
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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 7561, Location: 270' SW/ Camino del Sol (Lat: 33.654769, Lng: -112.359767), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,500 (year 2020), Average Future Daily Traffic: 1,510 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: 138th Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 61.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7561, Location: 270' SW/ Camino del Sol (Lat: 33.654769, Lng: -112.359767), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,500 (year 2020), Average Future Daily Traffic: 1,510 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: 138th Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 61.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8555, Location: 160' E/ 125th Ave (Lat: 33.666794, Lng: -112.328956), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,893 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,903 (year 2039), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Beardsley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8555, Location: 160' E/ 125th Ave (Lat: 33.666794, Lng: -112.328956), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,893 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,903 (year 2039), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Beardsley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 857, Location: N of Bell Rd (Lat: 33.638761, Lng: -112.334492), Route carried "on" structure: County highway , Year Built: 1979, Year Reconstructed: 2006, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 21,703 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 21,713 (year 2039), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: RH Johnson Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: County Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 857, Location: N of Bell Rd (Lat: 33.638761, Lng: -112.334492), Route carried "on" structure: County highway , Year Built: 1979, Year Reconstructed: 2006, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 21,703 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 21,713 (year 2039), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: RH Johnson Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: County Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8573, Location: 170' E/ 132nd Ave (Lat: 33.645756, Lng: -112.342475), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,231 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,241 (year 2039), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Spanish Garden Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, 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), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8573, Location: 170' E/ 132nd Ave (Lat: 33.645756, Lng: -112.342475), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,231 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,241 (year 2039), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Spanish Garden Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, 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), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8577, Location: 200' W/ 125th Ave (Lat: 33.639578, Lng: -112.330039), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Wildwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8577, Location: 200' W/ 125th Ave (Lat: 33.639578, Lng: -112.330039), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2020), Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Wildwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8797, Location: 0.4 mi SW/ RH Johnson Rd (Lat: 33.658692, Lng: -112.363833), Route carried "on" structure: County highway , Year Built: 1983, Year Reconstructed: 1984, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 19,040 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 19,050 (year 2039), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Meeker Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 63.8 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 8797, Location: 0.4 mi SW/ RH Johnson Rd (Lat: 33.658692, Lng: -112.363833), Route carried "on" structure: County highway , Year Built: 1983, Year Reconstructed: 1984, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 19,040 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 19,050 (year 2039), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Meeker Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 63.8 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 10044, Location: W/ 135th Ave (Lat: 33.683250, Lng: -112.354883), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 7,981 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,991 (year 2039), Design Load: HS 20, Features Intersected: Golf Cart Path (SCW), Facility Carried by Structure: Deer Valley Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 10044, Location: W/ 135th Ave (Lat: 33.683250, Lng: -112.354883), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 7,981 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,991 (year 2039), Design Load: HS 20, Features Intersected: Golf Cart Path (SCW), Facility Carried by Structure: Deer Valley Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 10782, Location: 0.3 mi. E/ El Mirage Rd (Lat: 33.689369, Lng: -112.328056), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 3,128 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,138 (year 2039), Design Load: HS 20, Features Intersected: McMicken Outfall Wash, Facility Carried by Structure: Williams Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 11, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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: December 2020
Structure Number: 10782, Location: 0.3 mi. E/ El Mirage Rd (Lat: 33.689369, Lng: -112.328056), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 3,128 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,138 (year 2039), Design Load: HS 20, Features Intersected: McMicken Outfall Wash, Facility Carried by Structure: Williams Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 11, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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: December 2020
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Structure Number: 11071, Location: N of Deer Valley Dr (Lat: 33.682203, Lng: -112.331494), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,010 (year 2040), Design Load: HS 20, Features Intersected: Deer Valley Channel, Facility Carried by Structure: Deer Valley Acc Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 11071, Location: N of Deer Valley Dr (Lat: 33.682203, Lng: -112.331494), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,010 (year 2040), Design Load: HS 20, Features Intersected: Deer Valley Channel, Facility Carried by Structure: Deer Valley Acc Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 11105, Location: 1.7 mi N. of Bell Road (Lat: 33.663514, Lng: -112.324069), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 13,756 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 13,766 (year 2039), Design Load: HS 20, Features Intersected: McMicken Dam Outlet Wash, Facility Carried by Structure: El Mirage Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.3 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 11105, Location: 1.7 mi N. of Bell Road (Lat: 33.663514, Lng: -112.324069), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 13,756 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 13,766 (year 2039), Design Load: HS 20, Features Intersected: McMicken Dam Outlet Wash, Facility Carried by Structure: El Mirage Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.3 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 11106, Location: 3.2 mi N of Bell Road (Lat: 33.683414, Lng: -112.325869), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 9,998 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 10,008 (year 2039), Design Load: HS 20, Features Intersected: McMicken Dam Outlet Wash, Facility Carried by Structure: El Mirage Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.3 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 11106, Location: 3.2 mi N of Bell Road (Lat: 33.683414, Lng: -112.325869), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 9,998 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 10,008 (year 2039), Design Load: HS 20, Features Intersected: McMicken Dam Outlet Wash, Facility Carried by Structure: El Mirage Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.3 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 11361, Location: 0.35 mi E of Deer Valley (Lat: 33.689161, Lng: -112.352789), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,236 (year 2019), Average Future Daily Traffic: 2,246 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Williams Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Inventory Rating: 64.7 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 11361, Location: 0.35 mi E of Deer Valley (Lat: 33.689161, Lng: -112.352789), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,236 (year 2019), Average Future Daily Traffic: 2,246 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Williams Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Inventory Rating: 64.7 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 11362, Location: 0.25 mi W/Tom Ryan (Lat: 33.682819, Lng: -112.373444), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 600 (year 2020), Average Future Daily Traffic: 610 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Parada Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11362, Location: 0.25 mi W/Tom Ryan (Lat: 33.682819, Lng: -112.373444), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 600 (year 2020), Average Future Daily Traffic: 610 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Parada Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11363, Location: 0.34 mi S of Deer Valley (Lat: 33.683050, Lng: -112.369086), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 866 (year 2019), Average Future Daily Traffic: 876 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Tom Ryan Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 64.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 11363, Location: 0.34 mi S of Deer Valley (Lat: 33.683050, Lng: -112.369086), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 866 (year 2019), Average Future Daily Traffic: 876 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Tom Ryan Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 64.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 11364, Location: 0.31 mi N of Williams Dr (Lat: 33.692317, Lng: -112.354144), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 700 (year 2020), Average Future Daily Traffic: 710 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Via Tercero
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 64.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 11364, Location: 0.31 mi N of Williams Dr (Lat: 33.692317, Lng: -112.354144), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 700 (year 2020), Average Future Daily Traffic: 710 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Via Tercero
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 64.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: 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: 11365, Location: N of Parada (Lat: 33.683592, Lng: -112.360206), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 410 (year 2019), Average Future Daily Traffic: 420 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Dusty Trail Blv
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 87.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 11365, Location: N of Parada (Lat: 33.683592, Lng: -112.360206), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 410 (year 2019), Average Future Daily Traffic: 420 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Dusty Trail Blv
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 87.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020