Bridge Statistics for Phoenix, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 1,288Number of bridges
- 19,341ft / 5,895mTotal length
- $437,000Total costs
- 50,743,979Total average daily traffic
- 3,024,079Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Phoenix
- No street view available for this location
- New bridges - historical statistics
- 51920-1929
- 141930-1939
- 121940-1949
- 191950-1959
- 781960-1969
- 891970-1979
- 2821980-1989
- 3271990-1999
- 2882000-2009
- 1682010-2019
- 62020-2022
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 41950-1959
- 81960-1969
- 181970-1979
- 151980-1989
- 181990-1999
- 242000-2009
- 32010-2019
- 162020-2022
- Bridge Condition - Deck
- 10.1%Very good
- 59.2%Good
- 26.9%Satisfactory
- 3.5%Fair
- 0.4%Poor
- Bridge Condition - Superstructure
- 21.2%Very good
- 58.1%Good
- 16.2%Satisfactory
- 4.4%Fair
- 0.2%Poor
- Bridge Condition - Substructure
- 14.2%Very good
- 67.0%Good
- 17.1%Satisfactory
- 1.8%Fair
- Bridge Condition - Channel
- 43.2%Excellent
- 44.4%Very good
- 6.9%Good
- 3.9%Satisfactory
- 1.6%Fair
- 0.2%Poor
- 0.9%Serious
- Bridge Condition - Culverts
- 15.1%Very good
- 69.2%Good
- 13.4%Satisfactory
- 2.0%Fair
- 0.3%Poor
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Structure Number: H141, Location: 3.2 KM N OF SANTA CRUZ (Lat: 33.257467, Lng: -112.166667), Route carried "on" structure: Federal lands road 3, Year Built: 1969, Status: Open, Structure Length: 10.68m (35.04ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 125 (year 2041), Design Load: HS 20, Features Intersected: GILA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.922, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H141, Location: 3.2 KM N OF SANTA CRUZ (Lat: 33.257467, Lng: -112.166667), Route carried "on" structure: Federal lands road 3, Year Built: 1969, Status: Open, Structure Length: 10.68m (35.04ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 125 (year 2041), Design Load: HS 20, Features Intersected: GILA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.922, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H142, Location: 2.7 KM N OF SANTA CRUZ (Lat: 33.252167, Lng: -112.168056), Route carried "on" structure: Federal lands road 3, Year Built: 1969, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 125 (year 2041), Design Load: HS 20, Features Intersected: GILA RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.439, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.41m (21.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Total Project Cost: $52,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H142, Location: 2.7 KM N OF SANTA CRUZ (Lat: 33.252167, Lng: -112.168056), Route carried "on" structure: Federal lands road 3, Year Built: 1969, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 125 (year 2041), Design Load: HS 20, Features Intersected: GILA RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.439, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.41m (21.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Total Project Cost: $52,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H143, Location: 0.3 KM N OF SANTA CRUZ (Lat: 33.232417, Lng: -112.169806), Route carried "on" structure: Federal lands road 3, Year Built: 1969, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 95 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 115 (year 2041), Design Load: HS 20, Features Intersected: SANTA CRUZ RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.025, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H143, Location: 0.3 KM N OF SANTA CRUZ (Lat: 33.232417, Lng: -112.169806), Route carried "on" structure: Federal lands road 3, Year Built: 1969, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 95 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 115 (year 2041), Design Load: HS 20, Features Intersected: SANTA CRUZ RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.025, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H805, Location: 2.25 miles W of I-10 (Lat: 33.267997, Lng: -111.990322), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 30 (year 2039), Features Intersected: ARTIFICIAL WATERWAY, Facility Carried by Structure: WILD HORSE PASS BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Indian Tribal Government, Approaching Roadway Width: 7.3m (24.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: H805, Location: 2.25 miles W of I-10 (Lat: 33.267997, Lng: -111.990322), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 30 (year 2039), Features Intersected: ARTIFICIAL WATERWAY, Facility Carried by Structure: WILD HORSE PASS BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Indian Tribal Government, Approaching Roadway Width: 7.3m (24.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: H57614B0156, Location: NORTHEAST EDGE OF KOMATKE (Lat: 33.295639, Lng: -112.164917), Route carried "on" structure: Federal lands road 240, Year Built: 1990, Status: Open, Structure Length: 2.66m (8.73ft), Average Daily Traffic: 566 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 691 (year 2041), Design Load: HS 20, Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.400, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Total Project Cost: $72,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: H57614B0156, Location: NORTHEAST EDGE OF KOMATKE (Lat: 33.295639, Lng: -112.164917), Route carried "on" structure: Federal lands road 240, Year Built: 1990, Status: Open, Structure Length: 2.66m (8.73ft), Average Daily Traffic: 566 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 691 (year 2041), Design Load: HS 20, Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.400, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Total Project Cost: $72,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: H57614B0157, Location: 0.85 KM NW OF VQ CASINO (Lat: 33.316139, Lng: -112.162333), Route carried "on" structure: Federal lands road 242, Year Built: 2010, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2038), Design Load: HS 25 or greater, Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.100, Lanes on structure: 5, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 20.5m (67.3ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.6m (5.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2018
Structure Number: H57614B0157, Location: 0.85 KM NW OF VQ CASINO (Lat: 33.316139, Lng: -112.162333), Route carried "on" structure: Federal lands road 242, Year Built: 2010, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 5,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2038), Design Load: HS 25 or greater, Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.100, Lanes on structure: 5, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 20.5m (67.3ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.6m (5.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2018
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Structure Number: H57614B0158, Location: 1.05 KM NW OF VQ CASINO (Lat: 33.318222, Lng: -112.163028), Route carried "on" structure: Federal lands road 242, Year Built: 2010, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 5,000 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2041), Design Load: HS 25 or greater, Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.850, Lanes on structure: 4, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 17.0m (55.8ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.6m (5.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: H57614B0158, Location: 1.05 KM NW OF VQ CASINO (Lat: 33.318222, Lng: -112.163028), Route carried "on" structure: Federal lands road 242, Year Built: 2010, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 5,000 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2041), Design Load: HS 25 or greater, Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.850, Lanes on structure: 4, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 17.0m (55.8ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.6m (5.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: H57614B0159, Location: 1.1 KM NW OF VQ CASINO (Lat: 33.318722, Lng: -112.163194), Route carried "on" structure: Federal lands road 242, Year Built: 2010, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 5,000 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2041), Design Load: HS 25 or greater, Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 4, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 17.0m (55.8ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.0m (6.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: H57614B0159, Location: 1.1 KM NW OF VQ CASINO (Lat: 33.318722, Lng: -112.163194), Route carried "on" structure: Federal lands road 242, Year Built: 2010, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 5,000 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,000 (year 2041), Design Load: HS 25 or greater, Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 4, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 17.0m (55.8ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.0m (6.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 6, Location: 40.4 mi E Jct US 191 (Lat: 31.681875, Lng: -109.138850), Route carried "on" structure: State highway 80, Year Built: 1929, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 559 (year 2017), Truck Traffic: 23%, Average Future Daily Traffic: 569 (year 2038), Design Load: HS 20, Features Intersected: Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 651.849, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6, Location: 40.4 mi E Jct US 191 (Lat: 31.681875, Lng: -109.138850), Route carried "on" structure: State highway 80, Year Built: 1929, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 559 (year 2017), Truck Traffic: 23%, Average Future Daily Traffic: 569 (year 2038), Design Load: HS 20, Features Intersected: Dry Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 651.849, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 144, Location: 18.1 mi N Jct SR 260 (Lat: 34.407400, Lng: -111.493200), Route carried "on" structure: State highway 87, Year Built: 1935, Year Reconstructed: 1989, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,984 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 3,994 (year 2038), Design Load: HS 20, Features Intersected: Strawberry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 435.488, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Total Project Cost: $1,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 144, Location: 18.1 mi N Jct SR 260 (Lat: 34.407400, Lng: -111.493200), Route carried "on" structure: State highway 87, Year Built: 1935, Year Reconstructed: 1989, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,984 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 3,994 (year 2038), Design Load: HS 20, Features Intersected: Strawberry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 435.488, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Total Project Cost: $1,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 146, Location: 3.3 mi S Jct SR 90 (Lat: 31.509100, Lng: -110.257400), Route carried "on" structure: State highway 92, Year Built: 1936, Year Reconstructed: 2005, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 20,106 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 26,112 (year 2039), Design Load: HS 20, Features Intersected: Garden Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 522.216, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 40.8m (133.9ft), Out-to-Out Width: 41.7m (136.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 146, Location: 3.3 mi S Jct SR 90 (Lat: 31.509100, Lng: -110.257400), Route carried "on" structure: State highway 92, Year Built: 1936, Year Reconstructed: 2005, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 20,106 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 26,112 (year 2039), Design Load: HS 20, Features Intersected: Garden Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 522.216, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 40.8m (133.9ft), Out-to-Out Width: 41.7m (136.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 214, Location: 32.9 mi S Jct SR B 8 (Lat: 32.499500, Lng: -112.881400), Route carried "on" structure: State highway 85, Year Built: 1938, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 1,143 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,153 (year 2038), Design Load: HS 20, Features Intersected: Rio Cornez Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.996, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.44m (27.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Total Project Cost: $1,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 214, Location: 32.9 mi S Jct SR B 8 (Lat: 32.499500, Lng: -112.881400), Route carried "on" structure: State highway 85, Year Built: 1938, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 1,143 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,153 (year 2038), Design Load: HS 20, Features Intersected: Rio Cornez Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.996, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.44m (27.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Total Project Cost: $1,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221, Location: 10.2 mi SW Jct SR 188 (Lat: 33.581692, Lng: -111.212572), Route carried "on" structure: State highway 88, Year Built: 1939, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 229 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 239 (year 2038), Design Load: HS 20, Features Intersected: Davis Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 372.885, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Total Project Cost: $1,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 221, Location: 10.2 mi SW Jct SR 188 (Lat: 33.581692, Lng: -111.212572), Route carried "on" structure: State highway 88, Year Built: 1939, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 229 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 239 (year 2038), Design Load: HS 20, Features Intersected: Davis Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 372.885, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Total Project Cost: $1,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 224, Location: 13.3 mi North Jct SR 77 (Lat: 32.693800, Lng: -111.085400), Route carried "on" structure: State highway 79, Year Built: 1939, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 160,975 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 160,985 (year 2040), Design Load: H 15, Features Intersected: Olsen Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.951, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Total Project Cost: $1,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 224, Location: 13.3 mi North Jct SR 77 (Lat: 32.693800, Lng: -111.085400), Route carried "on" structure: State highway 79, Year Built: 1939, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 160,975 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 160,985 (year 2040), Design Load: H 15, Features Intersected: Olsen Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.951, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Total Project Cost: $1,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 246, Location: 19.7 mi N Jct SR 71 (Lat: 34.353400, Lng: -112.679500), Route carried "on" structure: State highway 89, Year Built: 1934, Year Reconstructed: 1940, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,716 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,726 (year 2038), Design Load: H 15, Features Intersected: Kirkland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.992, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 246, Location: 19.7 mi N Jct SR 71 (Lat: 34.353400, Lng: -112.679500), Route carried "on" structure: State highway 89, Year Built: 1934, Year Reconstructed: 1940, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,716 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,726 (year 2038), Design Load: H 15, Features Intersected: Kirkland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.992, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247, Location: 2.7 mi S Jct SB 40 (Lat: 35.162100, Lng: -114.075000), Route carried "on" structure: ServiceInterstate 40, Year Built: 1939, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 914 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 924 (year 2040), Design Load: H 15, Features Intersected: Holy Moses Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.269, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $22,000, Total Project Cost: $22,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 247, Location: 2.7 mi S Jct SB 40 (Lat: 35.162100, Lng: -114.075000), Route carried "on" structure: ServiceInterstate 40, Year Built: 1939, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 914 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 924 (year 2040), Design Load: H 15, Features Intersected: Holy Moses Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.269, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $22,000, Total Project Cost: $22,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 254, Location: 7.0 mi E Jct SR 72 (Lat: 33.782900, Lng: -113.612400), Route carried "on" structure: US 60, Year Built: 1941, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,281 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 2,291 (year 2039), Design Load: HS 20, Features Intersected: Salome Wash
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 91.057, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 254, Location: 7.0 mi E Jct SR 72 (Lat: 33.782900, Lng: -113.612400), Route carried "on" structure: US 60, Year Built: 1941, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,281 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 2,291 (year 2039), Design Load: HS 20, Features Intersected: Salome Wash
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 91.057, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 262, Location: 3.4 mi E Jct I-10 (Lat: 31.966700, Lng: -110.290800), Route carried "on" structure: State highway 80, Year Built: 1941, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 4,046 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,056 (year 2040), Design Load: HS 15, Features Intersected: SR B 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 471.972, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 262, Location: 3.4 mi E Jct I-10 (Lat: 31.966700, Lng: -110.290800), Route carried "on" structure: State highway 80, Year Built: 1941, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 4,046 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,056 (year 2040), Design Load: HS 15, Features Intersected: SR B 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 471.972, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 269, Location: 0.1 mi W Jct SR 92 (Lat: 31.429900, Lng: -109.892900), Route carried "on" structure: , Year Built: 1958, Status: Open, Structure Length: 2.56m (8.40ft), Design Load: Railroad, Features Intersected: SR 80, Facility Carried by Structure: Lowell RR
Kilometerpoint: 0.000, Lanes under structure: 2, Owner: State Highway Agency, Skew: 5 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Superstructure: Fair, Substructure: Good, Structural Evaluation: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 269, Location: 0.1 mi W Jct SR 92 (Lat: 31.429900, Lng: -109.892900), Route carried "on" structure: , Year Built: 1958, Status: Open, Structure Length: 2.56m (8.40ft), Design Load: Railroad, Features Intersected: SR 80, Facility Carried by Structure: Lowell RR
Kilometerpoint: 0.000, Lanes under structure: 2, Owner: State Highway Agency, Skew: 5 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Superstructure: Fair, Substructure: Good, Structural Evaluation: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 292, Location: 1.8 mi N Jct I-10 (Lat: 32.381611, Lng: -109.667956), Route carried "on" structure: US 191, Year Built: 1947, Year Reconstructed: 2004, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,159 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,169 (year 2041), Design Load: H 15, Features Intersected: Monk Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.682, Lanes on 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: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 292, Location: 1.8 mi N Jct I-10 (Lat: 32.381611, Lng: -109.667956), Route carried "on" structure: US 191, Year Built: 1947, Year Reconstructed: 2004, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,159 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,169 (year 2041), Design Load: H 15, Features Intersected: Monk Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.682, Lanes on 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: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41, Location: 2.6 mi North Jct I 10 (Lat: 33.490000, Lng: -112.113100), Route carried "on" structure: Interstate 17, Year Built: 1954, Year Reconstructed: 1959, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 169,022 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 169,032 (year 2038), Design Load: HS 20, Features Intersected: Grand Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 326.037, Lanes on structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 58.2m (190.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 58.8m (192.9ft), Out-to-Out Width: 59.7m (195.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41, Location: 2.6 mi North Jct I 10 (Lat: 33.490000, Lng: -112.113100), Route carried "on" structure: Interstate 17, Year Built: 1954, Year Reconstructed: 1959, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 169,022 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 169,032 (year 2038), Design Load: HS 20, Features Intersected: Grand Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 326.037, Lanes on structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 58.2m (190.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 58.8m (192.9ft), Out-to-Out Width: 59.7m (195.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6, Location: 5.4 mi N Jct I 10 (Lat: 33.444000, Lng: -112.108400), Route carried "on" structure: _, Year Built: 1960, Status: Open, Structure Length: 3.99m (13.09ft), Design Load: Railroad, Features Intersected: I 17, Facility Carried by Structure: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 8, Owner: Railroad, Maintenance Responsibility: State Highway Agency, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 6, Location: 5.4 mi N Jct I 10 (Lat: 33.444000, Lng: -112.108400), Route carried "on" structure: _, Year Built: 1960, Status: Open, Structure Length: 3.99m (13.09ft), Design Load: Railroad, Features Intersected: I 17, Facility Carried by Structure: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 8, Owner: Railroad, Maintenance Responsibility: State Highway Agency, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 607, Location: 4.8 mi N Jct I 10 (Lat: 33.436800, Lng: -112.108400), Route carried "on" structure: City street , Year Built: 1963, Year Reconstructed: 1997, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 26,943 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 26,953 (year 2039), Design Load: HS 20, Features Intersected: I 17, Facility Carried by Structure: Buckeye Road
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 607, Location: 4.8 mi N Jct I 10 (Lat: 33.436800, Lng: -112.108400), Route carried "on" structure: City street , Year Built: 1963, Year Reconstructed: 1997, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 26,943 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 26,953 (year 2039), Design Load: HS 20, Features Intersected: I 17, Facility Carried by Structure: Buckeye Road
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 717, Location: 4.0 mi W Jct I 10 (Lat: 33.428900, Lng: -112.099700), Route carried "on" structure: Interstate 17, Year Built: 1961, Year Reconstructed: 1984, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 114,544 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 114,554 (year 2037), Design Load: HS 20, Features Intersected: 19th Avenue
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 318.714, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 37.3m (122.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 717, Location: 4.0 mi W Jct I 10 (Lat: 33.428900, Lng: -112.099700), Route carried "on" structure: Interstate 17, Year Built: 1961, Year Reconstructed: 1984, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 114,544 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 114,554 (year 2037), Design Load: HS 20, Features Intersected: 19th Avenue
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 318.714, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 37.3m (122.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 719, Location: 3.4 mi W Jct I 10 (Lat: 33.429700, Lng: -112.091000), Route carried "on" structure: Interstate 17, Year Built: 1961, Year Reconstructed: 1984, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 122,117 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 122,127 (year 2037), Design Load: HS 20, Features Intersected: 15th. Ave.
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 317.733, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 719, Location: 3.4 mi W Jct I 10 (Lat: 33.429700, Lng: -112.091000), Route carried "on" structure: Interstate 17, Year Built: 1961, Year Reconstructed: 1984, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 122,117 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 122,127 (year 2037), Design Load: HS 20, Features Intersected: 15th. Ave.
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 317.733, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 721, Location: 3.2 mi W Jct I 10 (Lat: 33.429800, Lng: -112.086700), Route carried "on" structure: Interstate 17, Year Built: 1963, Year Reconstructed: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 136,468 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 136,478 (year 2039), Design Load: HS 20, Features Intersected: 11th Ave & SFRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 317.314, Lanes on structure: 7, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 721, Location: 3.2 mi W Jct I 10 (Lat: 33.429800, Lng: -112.086700), Route carried "on" structure: Interstate 17, Year Built: 1963, Year Reconstructed: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 136,468 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 136,478 (year 2039), Design Load: HS 20, Features Intersected: 11th Ave & SFRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 317.314, Lanes on structure: 7, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 723, Location: 2.9 mi W Jct I 10 (Lat: 33.429300, Lng: -112.082300), Route carried "on" structure: Interstate 17, Year Built: 1961, Year Reconstructed: 1984, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 122,117 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 122,127 (year 2037), Design Load: HS 20, Features Intersected: 7th Avenue
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 316.880, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 83.5 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 723, Location: 2.9 mi W Jct I 10 (Lat: 33.429300, Lng: -112.082300), Route carried "on" structure: Interstate 17, Year Built: 1961, Year Reconstructed: 1984, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 122,117 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 122,127 (year 2037), Design Load: HS 20, Features Intersected: 7th Avenue
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 316.880, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 83.5 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 729, Location: 2.1 mi W Jct I 10 (Lat: 33.429000, Lng: -112.065000), Route carried "on" structure: Interstate 17, Year Built: 1962, Year Reconstructed: 1984, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 128,890 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 128,900 (year 2037), Design Load: HS 20, Features Intersected: 7th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 315.608, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.5m (113.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 729, Location: 2.1 mi W Jct I 10 (Lat: 33.429000, Lng: -112.065000), Route carried "on" structure: Interstate 17, Year Built: 1962, Year Reconstructed: 1984, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 128,890 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 128,900 (year 2037), Design Load: HS 20, Features Intersected: 7th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 315.608, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.5m (113.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 731, Location: 1.1 mi W Jct I 10 (Lat: 33.427300, Lng: -112.047700), Route carried "on" structure: Interstate 17, Year Built: 1962, Year Reconstructed: 1984, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 136,369 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 136,379 (year 2037), Design Load: HS 20, Features Intersected: 16th Street
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 313.951, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.5m (113.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 87.1 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 731, Location: 1.1 mi W Jct I 10 (Lat: 33.427300, Lng: -112.047700), Route carried "on" structure: Interstate 17, Year Built: 1962, Year Reconstructed: 1984, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 136,369 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 136,379 (year 2037), Design Load: HS 20, Features Intersected: 16th Street
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 313.951, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 34.5m (113.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 87.1 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 735, Location: 0.7 mi S Jct SR B 8 (Lat: 32.936600, Lng: -112.733400), Route carried "on" structure: State highway 85, Year Built: 1963, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,245 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,255 (year 2040), Design Load: HS 20, Features Intersected: Gillespie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.050, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 735, Location: 0.7 mi S Jct SR B 8 (Lat: 32.936600, Lng: -112.733400), Route carried "on" structure: State highway 85, Year Built: 1963, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,245 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,255 (year 2040), Design Load: HS 20, Features Intersected: Gillespie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.050, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 774, Location: 25.4 mi SE Jct SR 87 (Lat: 32.462100, Lng: -111.216600), Route carried "on" structure: Interstate 10, Year Built: 1963, Year Reconstructed: 2005, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 23,809 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 23,819 (year 2040), Design Load: HS 20, Features Intersected: Marana Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 380.626, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 774, Location: 25.4 mi SE Jct SR 87 (Lat: 32.462100, Lng: -111.216600), Route carried "on" structure: Interstate 10, Year Built: 1963, Year Reconstructed: 2005, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 23,809 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 23,819 (year 2040), Design Load: HS 20, Features Intersected: Marana Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 380.626, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 781, Location: 8.1 mi N Jct I-17 (Lat: 34.668900, Lng: -111.970000), Route carried "on" structure: State highway 260, Year Built: 1963, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 8,557 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 8,567 (year 2040), Design Load: HS 20, Features Intersected: Wilbur Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.847, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 781, Location: 8.1 mi N Jct I-17 (Lat: 34.668900, Lng: -111.970000), Route carried "on" structure: State highway 260, Year Built: 1963, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 8,557 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 8,567 (year 2040), Design Load: HS 20, Features Intersected: Wilbur Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 338.847, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 792, Location: 0.3 mi W Jct US 95 (Lat: 33.662589, Lng: -114.222036), Route carried "on" structure: Interstate 10, Year Built: 1964, Year Reconstructed: 1979, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 10,636 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 10,646 (year 2038), Design Load: HS 20, Features Intersected: Tyson Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.950, Lanes on 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: 14, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 792, Location: 0.3 mi W Jct US 95 (Lat: 33.662589, Lng: -114.222036), Route carried "on" structure: Interstate 10, Year Built: 1964, Year Reconstructed: 1979, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 10,636 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 10,646 (year 2038), Design Load: HS 20, Features Intersected: Tyson Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.950, Lanes on 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: 14, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: 796, Location: 6.5 mi N Jct US 60 (Lat: 33.570900, Lng: -112.117300), Route carried "on" structure: Interstate 17, Year Built: 1947, Year Reconstructed: 1986, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 159,310 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 159,320 (year 2038), Design Load: HS 20, Features Intersected: Arizona Canal
Minimum Vertical Clearance: 11.58m (37.99ft), Kilometerpoint: 335.114, Lanes on structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 75.3m (247.0ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 75.4m (247.4ft), Out-to-Out Width: 79.1m (259.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 796, Location: 6.5 mi N Jct US 60 (Lat: 33.570900, Lng: -112.117300), Route carried "on" structure: Interstate 17, Year Built: 1947, Year Reconstructed: 1986, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 159,310 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 159,320 (year 2038), Design Load: HS 20, Features Intersected: Arizona Canal
Minimum Vertical Clearance: 11.58m (37.99ft), Kilometerpoint: 335.114, Lanes on structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 75.3m (247.0ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 75.4m (247.4ft), Out-to-Out Width: 79.1m (259.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 799, Location: 4.8 mi E Jct SR 88 (Lat: 33.372944, Lng: -111.483889), Route carried "on" structure: US 60, Year Built: 1964, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 16,414 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,424 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 322.802, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 799, Location: 4.8 mi E Jct SR 88 (Lat: 33.372944, Lng: -111.483889), Route carried "on" structure: US 60, Year Built: 1964, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 16,414 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,424 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 322.802, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 833, Location: 8.3 mi N Jct US 60 (Lat: 33.596200, Lng: -112.116900), Route carried "on" structure: Interstate 17, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 207,707 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 207,717 (year 2039), Design Load: HS 20, Features Intersected: Cactus Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 337.866, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 40.8m (133.9ft), Out-to-Out Width: 43.0m (141.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 833, Location: 8.3 mi N Jct US 60 (Lat: 33.596200, Lng: -112.116900), Route carried "on" structure: Interstate 17, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 207,707 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 207,717 (year 2039), Design Load: HS 20, Features Intersected: Cactus Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 337.866, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 40.8m (133.9ft), Out-to-Out Width: 43.0m (141.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 835, Location: 9.3 mi N Jct US 60 (Lat: 33.610600, Lng: -112.116700), Route carried "on" structure: Interstate 17, Year Built: 1965, Year Reconstructed: 1996, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 199,470 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 199,480 (year 2039), Design Load: HS 20, Features Intersected: Thunderbird Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 339.475, Lanes on structure: 8, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 44.9m (147.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 835, Location: 9.3 mi N Jct US 60 (Lat: 33.610600, Lng: -112.116700), Route carried "on" structure: Interstate 17, Year Built: 1965, Year Reconstructed: 1996, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 199,470 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 199,480 (year 2039), Design Load: HS 20, Features Intersected: Thunderbird Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 339.475, Lanes on structure: 8, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 44.9m (147.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 837, Location: 10.3 mi N Jct US 60 (Lat: 33.625000, Lng: -112.116667), Route carried "on" structure: Interstate 17, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 188,507 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 188,517 (year 2039), Design Load: HS 20, Features Intersected: Greenway Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 341.068, Lanes on structure: 8, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 40.8m (133.9ft), Out-to-Out Width: 43.0m (141.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 837, Location: 10.3 mi N Jct US 60 (Lat: 33.625000, Lng: -112.116667), Route carried "on" structure: Interstate 17, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 188,507 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 188,517 (year 2039), Design Load: HS 20, Features Intersected: Greenway Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 341.068, Lanes on structure: 8, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 40.8m (133.9ft), Out-to-Out Width: 43.0m (141.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 839, Location: 11.3 mi N Jct US 60 (Lat: 33.639600, Lng: -112.115700), Route carried "on" structure: Interstate 17, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 188,507 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 188,517 (year 2039), Design Load: HS 20, Features Intersected: Bell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 342.694, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 44.4m (145.7ft), Out-to-Out Width: 46.7m (153.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 839, Location: 11.3 mi N Jct US 60 (Lat: 33.639600, Lng: -112.115700), Route carried "on" structure: Interstate 17, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 188,507 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 188,517 (year 2039), Design Load: HS 20, Features Intersected: Bell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 342.694, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 44.4m (145.7ft), Out-to-Out Width: 46.7m (153.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 899, Location: 21.0 mi S Jct SR 264 (Lat: 35.873600, Lng: -110.602400), Route carried "on" structure: State highway 87, Year Built: 1965, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 1,769 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,779 (year 2038), Design Load: HS 20, Features Intersected: Teas Toh Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 619.678, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Total Project Cost: $1,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 899, Location: 21.0 mi S Jct SR 264 (Lat: 35.873600, Lng: -110.602400), Route carried "on" structure: State highway 87, Year Built: 1965, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 1,769 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1,779 (year 2038), Design Load: HS 20, Features Intersected: Teas Toh Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 619.678, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Total Project Cost: $1,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 917, Location: 4.5 mi E Jct US 191 (Lat: 35.259167, Lng: -109.278897), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 9,265 (year 2017), Truck Traffic: 24%, Average Future Daily Traffic: 9,275 (year 2038), Design Load: HS 20, Features Intersected: Querino Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 553.341, Lanes on structure: 2, Lanes under 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: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 917, Location: 4.5 mi E Jct US 191 (Lat: 35.259167, Lng: -109.278897), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 9,265 (year 2017), Truck Traffic: 24%, Average Future Daily Traffic: 9,275 (year 2038), Design Load: HS 20, Features Intersected: Querino Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 553.341, Lanes on structure: 2, Lanes under 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: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous