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


  • National Bridge Inventory (NBI) Statistics
  • 19Number of bridges
  • 128ft / 39.5mTotal length
  • $200,000Total costs
  • 23,852Total average daily traffic
  • 2,139Total average daily truck traffic
  • 26,179Total future (year 2038) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sells
  • No street view available for this location

New bridges in Sells, AZ - historical statistics
  • New bridges - historical statistics
  • 91960-1969
  • 21980-1989
  • 61990-1999
  • 22000-2009
Average Bridge Daily Traffic in Sells, AZ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 40.0%Good
  • 60.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 40.0%Good
  • 60.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 80.0%Good
  • 20.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 5.3%Very good
  • 21.1%Good
  • 52.6%Satisfactory
  • 15.8%Fair
  • 5.3%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 35.7%Good
  • 50.0%Satisfactory
  • 7.1%Fair
  • 7.1%Poor
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Structure Number: H614,  Location: 4.7 KM SOUTH OF AZ HWY 86 (Lat: 31.884914,  Lng: -111.871508),  Route carried "on" structure: Federal lands road 19,  Year Built: 1962,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 950 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,112 (year 2041),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.600,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021
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Structure Number: H615,  Location: 9.2 KM SOUTH OF AZ HWY 86 (Lat: 31.848153,  Lng: -111.849275),  Route carried "on" structure: Federal lands road 19,  Year Built: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 950 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,112 (year 2041),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.173,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: H616,  Location: 11.5 KM S OF AZ HWY 86 (Lat: 31.830083,  Lng: -111.837583),  Route carried "on" structure: Federal lands road 19,  Year Built: 1962,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 950 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,112 (year 2041),  Design Load: HS 20,  Features Intersected: FRESNAL WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.490,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: Monolithic Concrete
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Structure Number: H617,  Location: 13.5 KM S OF AZ HWY 86 (Lat: 31.815028,  Lng: -111.826944),  Route carried "on" structure: Federal lands road 19,  Year Built: 1962,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 950 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,112 (year 2041),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.440,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 24 months,  Inspection Date: June 2021
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Structure Number: H618,  Location: 19.5 KM S OF AZ HWY 86 (Lat: 31.767583,  Lng: -111.795556),  Route carried "on" structure: Federal lands road 19,  Year Built: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 950 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,112 (year 2041),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.500,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: June 2021
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Structure Number: H623,  Location: 24.7 KM S OF AZ HWY 86 (Lat: 31.723306,  Lng: -111.781361),  Route carried "on" structure: Federal lands road 19,  Year Built: 1989,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 950 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,054 (year 2041),  Design Load: HS 20,  Features Intersected: CHUTYM VAYA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.620,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H624,  Location: 27.7 KM S OF AZ HWY 86 (Lat: 31.686083,  Lng: -111.771972),  Route carried "on" structure: Federal lands road 19,  Year Built: 1989,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 950 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,054 (year 2041),  Design Load: HS 20,  Features Intersected: SUPI OIDAK WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.932,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H627,  Location: 0.5 KM SOUTH OF AZ HWY 86 (Lat: 31.916528,  Lng: -111.889194),  Route carried "on" structure: Federal lands road 19,  Year Built: 1995,  Status: Open,  Structure Length: 9.15m (30.02ft),  Average Daily Traffic: 1,530 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,815 (year 2041),  Design Load: HS 20,  Features Intersected: SELLS WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.500,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: H628,  Location: 4.2 KM SE OF SELLS (Lat: 31.906667,  Lng: -111.841667),  Route carried "on" structure: Federal lands road 16,  Year Built: 1998,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 166 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 194 (year 2041),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.120,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021
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Structure Number: H629,  Location: 4 KM SE OF SELLS (Lat: 31.906750,  Lng: -111.842017),  Route carried "on" structure: Federal lands road 16,  Year Built: 1998,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 166 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 194 (year 2041),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.000,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021
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Structure Number: H63,  Location: 2.3 KM SE OF SELLS (Lat: 31.901422,  Lng: -111.854678),  Route carried "on" structure: Federal lands road 16,  Year Built: 1998,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 166 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 194 (year 2041),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.240,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021
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Structure Number: H631,  Location: 1.5 KM SE OF SELLS (Lat: 31.906656,  Lng: -111.860331),  Route carried "on" structure: Federal lands road 16,  Year Built: 1998,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 166 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 194 (year 2041),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.460,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.9m (29.2ft),  Skew: 4 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021
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Structure Number: H632,  Location: 0.3 KM SOUTH OF AZ HWY 86 (Lat: 31.916050,  Lng: -111.879731),  Route carried "on" structure: Federal lands road 101,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,100 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,285 (year 2041),  Design Load: HS 20,  Features Intersected: ALI MOLINA WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.280,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.1m (16.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: H633,  Location: 1.4 KM NORTH OF AZ HWY 86 (Lat: 32.171917,  Lng: -112.109333),  Route carried "on" structure: Federal lands road 15,  Year Built: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,100 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,320 (year 2041),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.360,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H634,  Location: 5 KM NORTH OF AZ HWY 86 (Lat: 32.202500,  Lng: -112.098778),  Route carried "on" structure: Federal lands road 15,  Year Built: 1965,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 1,100 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,320 (year 2041),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.970,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: June 2021
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Structure Number: H635,  Location: 6 KM NORTH OF AZ HWY 86 (Lat: 32.210778,  Lng: -112.095694),  Route carried "on" structure: Federal lands road 15,  Year Built: 1965,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 1,100 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,320 (year 2041),  Design Load: HS 20,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.950,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.1m (3.6ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021
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Structure Number: H661,  Location: 2.7 KM SOUTH OF AZ HWY 86 (Lat: 31.908367,  Lng: -111.776183),  Route carried "on" structure: Federal lands road 161,  Year Built: 1998,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 297 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.700,  Lanes on structure: 2,  Owner: Bureau of Indian Affairs,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 6.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Total Project Cost: $200,000 ( Estimate for 2021)
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Structure Number: 2822,  Location: 36.1 mi E Jct SR 286 (Lat: 31.919300,  Lng: -111.883000),  Route carried "on" structure: State highway 86,  Year Built: 2008,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 8,529 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,539 (year 2038),  Design Load: HL 93,  Features Intersected: Sells Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.240,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7175,  Location: 21.0 mi W Jct SR 386 (Lat: 31.923056,  Lng: -111.894833),  Route carried "on" structure: State highway 86,  Year Built: 2008,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 1,829 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,839 (year 2038),  Design Load: HS 20,  Features Intersected: Sells Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 182.049,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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