Bridge Statistics for Globe, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 35Number of bridges
- 394ft / 120mTotal length
- $14,000Total costs
- 194,394Total average daily traffic
- 18,670Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Globe
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 41920-1929
- 41930-1939
- 71950-1959
- 71960-1969
- 71970-1979
- 21980-1989
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 22.7%Good
- 36.4%Satisfactory
- 36.4%Fair
- 4.5%Poor
- Bridge Condition - Superstructure
- 8.7%Very good
- 30.4%Good
- 34.8%Satisfactory
- 21.7%Fair
- 4.3%Poor
- Bridge Condition - Substructure
- 47.8%Good
- 39.1%Satisfactory
- 8.7%Fair
- 4.3%Poor
- Bridge Condition - Channel
- 52.2%Good
- 43.5%Satisfactory
- 4.3%Fair
- Bridge Condition - Culverts
- 80.0%Good
- 20.0%Fair
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Structure Number: H206, Location: 0.3 KM N OF W JCT 70/170 (Lat: 33.354972, Lng: -110.649556), Route carried "on" structure: Federal lands road 6, Year Built: 1976, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 2,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,900 (year 2038), Design Load: HS 20, Features Intersected: ALISO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.330, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: H206, Location: 0.3 KM N OF W JCT 70/170 (Lat: 33.354972, Lng: -110.649556), Route carried "on" structure: Federal lands road 6, Year Built: 1976, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 2,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,900 (year 2038), Design Load: HS 20, Features Intersected: ALISO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.330, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H58616B0838, Location: 1.7 KM SE OF APACHE GOLD (Lat: 33.350500, Lng: -110.652306), Route carried "on" structure: Federal lands road 31, Year Built: 1930, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 55 (year 2038), Features Intersected: WASH, Facility Carried by Structure: IRR BIA RTE 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.300, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: H58616B0838, Location: 1.7 KM SE OF APACHE GOLD (Lat: 33.350500, Lng: -110.652306), Route carried "on" structure: Federal lands road 31, Year Built: 1930, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 55 (year 2038), Features Intersected: WASH, Facility Carried by Structure: IRR BIA RTE 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.300, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 36, Location: 2.7 mi E Jct SR 188 (Lat: 33.405389, Lng: -110.793028), Route carried "on" structure: US 60, Year Built: 1920, Year Reconstructed: 1957, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 22,508 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 33,127 (year 2040), Design Load: HS 20, Features Intersected: Pinal Creek
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 402.014, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 36, Location: 2.7 mi E Jct SR 188 (Lat: 33.405389, Lng: -110.793028), Route carried "on" structure: US 60, Year Built: 1920, Year Reconstructed: 1957, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 22,508 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 33,127 (year 2040), Design Load: HS 20, Features Intersected: Pinal Creek
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 402.014, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 86, Location: 4.2 mi E Jct I-10 (Lat: 33.680600, Lng: -113.941500), Route carried "on" structure: US 60, Year Built: 1932, Year Reconstructed: 1966, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,553 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,553 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.035, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 86, Location: 4.2 mi E Jct I-10 (Lat: 33.680600, Lng: -113.941500), Route carried "on" structure: US 60, Year Built: 1932, Year Reconstructed: 1966, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,553 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,553 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.035, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 488, Location: 0.6 mi W Jct US 70 (Lat: 33.394619, Lng: -110.776742), Route carried "on" structure: , Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 3.63m (11.91ft), Design Load: Pedestrian, Features Intersected: US 60, Facility Carried by Structure: Globe School Ped
Kilometerpoint: 0.000, Lanes under structure: 4, Owner: State Highway Agency, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 23.5m (77.1ft), Out-to-Out Width: 2.0m (6.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 488, Location: 0.6 mi W Jct US 70 (Lat: 33.394619, Lng: -110.776742), Route carried "on" structure: , Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 3.63m (11.91ft), Design Load: Pedestrian, Features Intersected: US 60, Facility Carried by Structure: Globe School Ped
Kilometerpoint: 0.000, Lanes under structure: 4, Owner: State Highway Agency, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 23.5m (77.1ft), Out-to-Out Width: 2.0m (6.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Underclear: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 549, Location: 3.3 mi E Jct SR 188 (Lat: 33.397300, Lng: -110.789900), Route carried "on" structure: US 60, Year Built: 1959, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 16,310 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 24,663 (year 2040), Design Load: HS 20, Features Intersected: Pinal Creek
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 402.931, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 549, Location: 3.3 mi E Jct SR 188 (Lat: 33.397300, Lng: -110.789900), Route carried "on" structure: US 60, Year Built: 1959, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 16,310 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 24,663 (year 2040), Design Load: HS 20, Features Intersected: Pinal Creek
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 402.931, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 562, Location: 1.8 mi E Jct US 60 (Lat: 33.376775, Lng: -110.744825), Route carried "on" structure: , Year Built: 1959, Status: Open, Structure Length: 1.65m (5.41ft), Design Load: Railroad, Features Intersected: IRR US 70, Facility Carried by Structure: IRR ATSF Railroad
Kilometerpoint: 0.000, Lanes under structure: 2, Owner: Railroad, Maintenance Responsibility: State Highway Agency, Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Superstructure: Satisfactory, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 562, Location: 1.8 mi E Jct US 60 (Lat: 33.376775, Lng: -110.744825), Route carried "on" structure: , Year Built: 1959, Status: Open, Structure Length: 1.65m (5.41ft), Design Load: Railroad, Features Intersected: IRR US 70, Facility Carried by Structure: IRR ATSF Railroad
Kilometerpoint: 0.000, Lanes under structure: 2, Owner: Railroad, Maintenance Responsibility: State Highway Agency, Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Superstructure: Satisfactory, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 971, Location: 16.6 mi E Jct US 95 (Lat: 32.659900, Lng: -114.333800), Route carried "on" structure: Interstate 8, Year Built: 1967, Year Reconstructed: 1981, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 7,839 (year 2017), Truck Traffic: 26%, Average Future Daily Traffic: 10,990 (year 2037), Design Load: HS 20, Features Intersected: I 8; EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.270, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy
Structure Number: 971, Location: 16.6 mi E Jct US 95 (Lat: 32.659900, Lng: -114.333800), Route carried "on" structure: Interstate 8, Year Built: 1967, Year Reconstructed: 1981, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 7,839 (year 2017), Truck Traffic: 26%, Average Future Daily Traffic: 10,990 (year 2037), Design Load: HS 20, Features Intersected: I 8; EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.270, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy
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Structure Number: 1081, Location: 6.1 mi N Jct SR 69 (Lat: 34.402600, Lng: -112.073000), Route carried "on" structure: ServiceState highway 17, Year Built: 1963, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2040), Design Load: HS 20, Features Intersected: Ash Creek, Facility Carried by Structure: Dugas Road
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 432.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 1081, Location: 6.1 mi N Jct SR 69 (Lat: 34.402600, Lng: -112.073000), Route carried "on" structure: ServiceState highway 17, Year Built: 1963, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2040), Design Load: HS 20, Features Intersected: Ash Creek, Facility Carried by Structure: Dugas Road
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 432.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 1785, Location: 1.4 mi W Jct US 70 (Lat: 33.395203, Lng: -110.788861), Route carried "on" structure: US 60, Year Built: 1977, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 16,287 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 25,654 (year 2040), Design Load: HS 20, Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 403.189, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.6m (8.5ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.2 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: 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: 1785, Location: 1.4 mi W Jct US 70 (Lat: 33.395203, Lng: -110.788861), Route carried "on" structure: US 60, Year Built: 1977, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 16,287 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 25,654 (year 2040), Design Load: HS 20, Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 403.189, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.6m (8.5ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.2 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: 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: 1786, Location: 1.2 mi W Jct US 70 (Lat: 33.392281, Lng: -110.787567), Route carried "on" structure: US 60, Year Built: 1977, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 14,602 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 22,669 (year 2040), Design Load: HS 20, Features Intersected: Maple St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 403.543, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1786, Location: 1.2 mi W Jct US 70 (Lat: 33.392281, Lng: -110.787567), Route carried "on" structure: US 60, Year Built: 1977, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 14,602 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 22,669 (year 2040), Design Load: HS 20, Features Intersected: Maple St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 403.543, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1787, Location: 1.0 mi W Jct US 70 (Lat: 33.391239, Lng: -110.785422), Route carried "on" structure: US 60, Year Built: 1977, Status: Open, Structure Length: 30.88m (101.31ft), Average Daily Traffic: 14,602 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 22,669 (year 2040), Design Load: HS 20, Features Intersected: Broad St; Pinal Cr; SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 403.784, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 8, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 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: High priority of replacement, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1787, Location: 1.0 mi W Jct US 70 (Lat: 33.391239, Lng: -110.785422), Route carried "on" structure: US 60, Year Built: 1977, Status: Open, Structure Length: 30.88m (101.31ft), Average Daily Traffic: 14,602 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 22,669 (year 2040), Design Load: HS 20, Features Intersected: Broad St; Pinal Cr; SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 403.784, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 8, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 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: High priority of replacement, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1788, Location: 3.2 mi E Jct SR 188 (Lat: 33.397642, Lng: -110.790006), Route carried "on" structure: , Year Built: 1981, Status: Open, Structure Length: 10.30m (33.79ft), Design Load: Pedestrian, Features Intersected: US 60, Facility Carried by Structure: Central School Ped
Kilometerpoint: 0.000, Lanes under structure: 4, Owner: State Highway Agency, Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 29.6m (97.1ft), Out-to-Out Width: 3.0m (9.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Structural Evaluation: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1788, Location: 3.2 mi E Jct SR 188 (Lat: 33.397642, Lng: -110.790006), Route carried "on" structure: , Year Built: 1981, Status: Open, Structure Length: 10.30m (33.79ft), Design Load: Pedestrian, Features Intersected: US 60, Facility Carried by Structure: Central School Ped
Kilometerpoint: 0.000, Lanes under structure: 4, Owner: State Highway Agency, Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 29.6m (97.1ft), Out-to-Out Width: 3.0m (9.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Structural Evaluation: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4276, Location: 100' E Jct SR 77 (Lat: 33.373361, Lng: -110.738000), Route carried "on" structure: US 70, Year Built: 1957, Year Reconstructed: 1989, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 7,836 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 7,846 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 408.934, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Total Project Cost: $1,000
Structure Number: 4276, Location: 100' E Jct SR 77 (Lat: 33.373361, Lng: -110.738000), Route carried "on" structure: US 70, Year Built: 1957, Year Reconstructed: 1989, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 7,836 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 7,846 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 408.934, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Total Project Cost: $1,000
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Structure Number: 4404, Location: 5.8 mi S Jct SR 70 (Lat: 33.294861, Lng: -110.747444), Route carried "on" structure: State highway 77, Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,686 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,696 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.815, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
Structure Number: 4404, Location: 5.8 mi S Jct SR 70 (Lat: 33.294861, Lng: -110.747444), Route carried "on" structure: State highway 77, Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,686 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,696 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.815, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
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Structure Number: 6482, Location: 2.47 mi N of Jct US 70 (Lat: 33.419306, Lng: -110.733694), Route carried "on" structure: US 60, Year Built: 1958, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 3,406 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,416 (year 2021), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 409.900, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: 6482, Location: 2.47 mi N of Jct US 70 (Lat: 33.419306, Lng: -110.733694), Route carried "on" structure: US 60, Year Built: 1958, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 3,406 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,416 (year 2021), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 409.900, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
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Structure Number: 86, Location: @ Jct Cottonwood St (Lat: 33.394658, Lng: -110.785222), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,554 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,564 (year 2040), Design Load: HS 20, Features Intersected: Cottonwood St, Facility Carried by Structure: Hill St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 86, Location: @ Jct Cottonwood St (Lat: 33.394658, Lng: -110.785222), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,554 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,564 (year 2040), Design Load: HS 20, Features Intersected: Cottonwood St, Facility Carried by Structure: Hill St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8602, Location: 50 ft NE Jct Broad St (Lat: 33.400886, Lng: -110.789822), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,039 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,049 (year 2040), Features Intersected: Pinal Creek, Facility Carried by Structure: Yuma St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 1.4m (4.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 8602, Location: 50 ft NE Jct Broad St (Lat: 33.400886, Lng: -110.789822), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,039 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 1,049 (year 2040), Features Intersected: Pinal Creek, Facility Carried by Structure: Yuma St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 1.4m (4.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 8603, Location: 100 ft S Jct Broad St (Lat: 33.390117, Lng: -110.780956), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1965, Status: Posted for load, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 5,252 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 5,262 (year 2040), Features Intersected: Pinal Creek, Facility Carried by Structure: Jesse Hayes Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 8603, Location: 100 ft S Jct Broad St (Lat: 33.390117, Lng: -110.780956), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1965, Status: Posted for load, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 5,252 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 5,262 (year 2040), Features Intersected: Pinal Creek, Facility Carried by Structure: Jesse Hayes Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 8696, Location: 50 ft SE Jct Carico St (Lat: 33.390725, Lng: -110.778694), Route carried "on" structure: City street , Year Built: 1936, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 510 (year 2040), Features Intersected: McMillen Wash, Facility Carried by Structure: Highland Drive
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 8696, Location: 50 ft SE Jct Carico St (Lat: 33.390725, Lng: -110.778694), Route carried "on" structure: City street , Year Built: 1936, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 510 (year 2040), Features Intersected: McMillen Wash, Facility Carried by Structure: Highland Drive
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 9507, Location: 0.2 mi E Jct US 60 (Lat: 33.400700, Lng: -110.790100), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,010 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Broad Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9507, Location: 0.2 mi E Jct US 60 (Lat: 33.400700, Lng: -110.790100), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,010 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Broad Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9508, Location: 0.3 mi SE Jct US 60 (Lat: 33.399397, Lng: -110.788883), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 9,000 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 9,010 (year 2040), Design Load: HS 20, Features Intersected: Pinal Creek, Facility Carried by Structure: Broad Street
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9508, Location: 0.3 mi SE Jct US 60 (Lat: 33.399397, Lng: -110.788883), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 9,000 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 9,010 (year 2040), Design Load: HS 20, Features Intersected: Pinal Creek, Facility Carried by Structure: Broad Street
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.1 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9707, Location: 300 ft N Jct Yuma St (Lat: 33.403300, Lng: -110.786500), Route carried "on" structure: City street , Year Built: 1961, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 630 (year 2037), Design Load: HS 20, Features Intersected: Copper Gulch, Facility Carried by Structure: High Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, 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: 9707, Location: 300 ft N Jct Yuma St (Lat: 33.403300, Lng: -110.786500), Route carried "on" structure: City street , Year Built: 1961, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 630 (year 2037), Design Load: HS 20, Features Intersected: Copper Gulch, Facility Carried by Structure: High Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, 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: 9709, Location: 300 ft SW Jct US 60 (Lat: 33.398800, Lng: -110.791700), Route carried "on" structure: City street , Year Built: 1916, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,610 (year 2040), Design Load: H 15, Features Intersected: Graveyard Wash, Facility Carried by Structure: Hackney Ave
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable 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: June 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: 9709, Location: 300 ft SW Jct US 60 (Lat: 33.398800, Lng: -110.791700), Route carried "on" structure: City street , Year Built: 1916, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,610 (year 2040), Design Load: H 15, Features Intersected: Graveyard Wash, Facility Carried by Structure: Hackney Ave
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable 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: June 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: 971, Location: 50 ft N Jct Broad St (Lat: 33.401800, Lng: -110.791400), Route carried "on" structure: City street , Year Built: 1916, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 910 (year 2040), Design Load: H 15, Features Intersected: Pinal Creek, Facility Carried by Structure: Haskins Rd
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 971, Location: 50 ft N Jct Broad St (Lat: 33.401800, Lng: -110.791400), Route carried "on" structure: City street , Year Built: 1916, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 910 (year 2040), Design Load: H 15, Features Intersected: Pinal Creek, Facility Carried by Structure: Haskins Rd
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 9711, Location: 150 ft SW Jct Broad St (Lat: 33.393700, Lng: -110.787000), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 850 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 860 (year 2040), Design Load: H 15, Features Intersected: Pinal Creek, Facility Carried by Structure: Cottonwood St
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Poor, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 9711, Location: 150 ft SW Jct Broad St (Lat: 33.393700, Lng: -110.787000), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 850 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 860 (year 2040), Design Load: H 15, Features Intersected: Pinal Creek, Facility Carried by Structure: Cottonwood St
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Poor, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 1081, Location: Int of Broad St & Hill St (Lat: 33.390100, Lng: -110.779800), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,677 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,687 (year 2040), Design Load: HS 20, Features Intersected: McMillen Wash, Facility Carried by Structure: Broad Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 1081, Location: Int of Broad St & Hill St (Lat: 33.390100, Lng: -110.779800), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,677 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,687 (year 2040), Design Load: HS 20, Features Intersected: McMillen Wash, Facility Carried by Structure: Broad Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 1118, Location: 0.1 mi N Jct Icehse Cn Rd (Lat: 33.381119, Lng: -110.771028), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 4,178 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 4,188 (year 2040), Design Load: HS 20, Features Intersected: Icehouse Canyon Wash, Facility Carried by Structure: Jessie Hayes Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1118, Location: 0.1 mi N Jct Icehse Cn Rd (Lat: 33.381119, Lng: -110.771028), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 4,178 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 4,188 (year 2040), Design Load: HS 20, Features Intersected: Icehouse Canyon Wash, Facility Carried by Structure: Jessie Hayes Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 488, Location: 0.6 mi W Jct US 70 (Lat: 33.394619, Lng: -110.776742), Route carried "under" structure: US 60, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 15,950 (year 2019), Truck Traffic: 9%, Features Intersected: US 60, Facility Carried by Structure: Globe School Ped
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 404.380, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 488, Location: 0.6 mi W Jct US 70 (Lat: 33.394619, Lng: -110.776742), Route carried "under" structure: US 60, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 15,950 (year 2019), Truck Traffic: 9%, Features Intersected: US 60, Facility Carried by Structure: Globe School Ped
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 404.380, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 562, Location: 1.8 mi E Jct US 60 (Lat: 33.376775, Lng: -110.744825), Route carried "under" structure: US 70, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 6,440 (year 2019), Truck Traffic: 21%, Features Intersected: IRR US 70, Facility Carried by Structure: IRR ATSF Railroad
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 408.178, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 562, Location: 1.8 mi E Jct US 60 (Lat: 33.376775, Lng: -110.744825), Route carried "under" structure: US 70, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 6,440 (year 2019), Truck Traffic: 21%, Features Intersected: IRR US 70, Facility Carried by Structure: IRR ATSF Railroad
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 408.178, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 1786, Location: 1.2 mi W Jct US 70 (Lat: 33.392281, Lng: -110.787567), Route carried "under" structure: City street , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 200 (year 2016), Truck Traffic: 1%, Features Intersected: Maple St, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 1786, Location: 1.2 mi W Jct US 70 (Lat: 33.392281, Lng: -110.787567), Route carried "under" structure: City street , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 200 (year 2016), Truck Traffic: 1%, Features Intersected: Maple St, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 1787, Location: 1.0 mi W Jct US 70 (Lat: 33.391239, Lng: -110.785422), Route carried "under" structure: City street , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 5%, Features Intersected: Broad St; Pinal Cr; SPRR, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 9.52m (31.23ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 1787, Location: 1.0 mi W Jct US 70 (Lat: 33.391239, Lng: -110.785422), Route carried "under" structure: City street , Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 5%, Features Intersected: Broad St; Pinal Cr; SPRR, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 9.52m (31.23ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 39.9m (130.9ft)
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Structure Number: 1788, Location: 3.2 mi E Jct SR 188 (Lat: 33.397642, Lng: -110.790006), Route carried "under" structure: US 60, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 18,722 (year 2017), Truck Traffic: 8%, Features Intersected: US 60, Facility Carried by Structure: Central School Ped
Minimum Vertical Clearance: 5.50m (18.04ft), Kilometerpoint: 402.883, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 29.6m (97.1ft)
Structure Number: 1788, Location: 3.2 mi E Jct SR 188 (Lat: 33.397642, Lng: -110.790006), Route carried "under" structure: US 60, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 18,722 (year 2017), Truck Traffic: 8%, Features Intersected: US 60, Facility Carried by Structure: Central School Ped
Minimum Vertical Clearance: 5.50m (18.04ft), Kilometerpoint: 402.883, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 29.6m (97.1ft)
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Structure Number: 86, Location: @ Jct Cottonwood St (Lat: 33.394658, Lng: -110.785222), Route carried "under" structure: City street , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 700 (year 2020), Truck Traffic: 1%, Features Intersected: Cottonwood St, Facility Carried by Structure: Hill St
Minimum Vertical Clearance: 4.06m (13.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 86, Location: @ Jct Cottonwood St (Lat: 33.394658, Lng: -110.785222), Route carried "under" structure: City street , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 700 (year 2020), Truck Traffic: 1%, Features Intersected: Cottonwood St, Facility Carried by Structure: Hill St
Minimum Vertical Clearance: 4.06m (13.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 12.2m (40.0ft)
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Structure Number: 9506, Location: Jct US 60 & Broad St (Lat: 33.401681, Lng: -110.791772), Route carried "under" structure: City street , Year Built: 1923, Structure Length: 0. m, Average Daily Traffic: 4,833 (year 2019), Truck Traffic: 2%, Features Intersected: Broad Street, Facility Carried by Structure: SP Railroad
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 9506, Location: Jct US 60 & Broad St (Lat: 33.401681, Lng: -110.791772), Route carried "under" structure: City street , Year Built: 1923, Structure Length: 0. m, Average Daily Traffic: 4,833 (year 2019), Truck Traffic: 2%, Features Intersected: Broad Street, Facility Carried by Structure: SP Railroad
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)