Bridge Statistics for Globe, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 33Number of bridges
- 344ft / 105mTotal length
- $16,000Total costs
- 232,164Total average daily traffic
- 21,572Total average daily truck traffic
- 193,448Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Globe
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 31920-1929
- 41930-1939
- 11940-1949
- 71950-1959
- 61960-1969
- 71970-1979
- 11980-1989
- 12000-2009
- 12010-2018
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 4.8%Very good
- 14.3%Good
- 38.1%Satisfactory
- 38.1%Fair
- 4.8%Poor
- Bridge Condition - Superstructure
- 4.8%Very good
- 28.6%Good
- 33.3%Satisfactory
- 28.6%Fair
- 4.8%Poor
- Bridge Condition - Substructure
- 42.9%Good
- 42.9%Satisfactory
- 9.5%Fair
- 4.8%Poor
- Bridge Condition - Channel
- 45.8%Good
- 45.8%Satisfactory
- 8.3%Fair
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%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 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,900 (year 2036), Design Load: HS 20, Features Intersected: ALISO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.033, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 67.0m (219.8ft), 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: 0.9m (3.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, 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 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,900 (year 2036), Design Load: HS 20, Features Intersected: ALISO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.033, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 67.0m (219.8ft), 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: 0.9m (3.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, 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 2016), Truck Traffic: 2%, Average Future Daily Traffic: 55 (year 2036), Features Intersected: WASH, Facility Carried by Structure: IRR BIA RTE 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 73.0m (239.5ft), 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: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, 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 2016), Truck Traffic: 2%, Average Future Daily Traffic: 55 (year 2036), Features Intersected: WASH, Facility Carried by Structure: IRR BIA RTE 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 73.0m (239.5ft), 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: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, 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: 28,701 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 28,711 (year 2036), Design Load: HS 20, Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 402.014, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), 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: 0.9m (3.0ft), Right: 0.9m (3.0ft), 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: 40.50m (132.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2016), 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: 28,701 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 28,711 (year 2036), Design Load: HS 20, Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 402.014, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), 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: 0.9m (3.0ft), Right: 0.9m (3.0ft), 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: 40.50m (132.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2016), 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: 1,892 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 1,902 (year 2036), 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: 122.0m (400.3ft), 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: 1.4m (4.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: January 2018, 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: 1,892 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 1,902 (year 2036), 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: 122.0m (400.3ft), 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: 1.4m (4.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: January 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 266, Location: 2.6 mi E Jct SR 188 (Lat: 33.407600, Lng: -110.793200), Route carried "on" structure: US 60, Year Built: 1942, Year Reconstructed: 1957, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 28,701 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 28,711 (year 2036), Design Load: HS 20, Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 401.757, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 49.70m (163.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 266, Location: 2.6 mi E Jct SR 188 (Lat: 33.407600, Lng: -110.793200), Route carried "on" structure: US 60, Year Built: 1942, Year Reconstructed: 1957, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 28,701 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 28,711 (year 2036), Design Load: HS 20, Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 401.757, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 49.70m (163.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2016), 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 "under" structure: US 60, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 15,543 (year 2015), Truck Traffic: 9%, Features Intersected: US 60, Facility Carried by Structure: Globe School Ped
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 40.438, 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: 15,543 (year 2015), Truck Traffic: 9%, Features Intersected: US 60, Facility Carried by Structure: Globe School Ped
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 40.438, 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: 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: 15,928 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 15,938 (year 2036), Design Load: HS 20, Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 402.931, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), 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: 66.40m (217.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2016), 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: 15,928 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 15,938 (year 2036), Design Load: HS 20, Features Intersected: Pinal Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 402.931, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), 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: 66.40m (217.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 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: 6,000 (year 2015), Truck Traffic: 8%, 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: 6,000 (year 2015), Truck Traffic: 8%, 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: 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: 6,769 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 6,779 (year 2035), Design Load: HS 20, Features Intersected: I 8; EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.027, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), 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: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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: 6,769 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 6,779 (year 2035), Design Load: HS 20, Features Intersected: I 8; EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.027, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), 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: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1081, Location: 6.1 mi N Jct SR 69 (Lat: 34.402900, Lng: -112.073900), Route carried "on" structure: ServiceState highway 17, Year Built: 1963, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2036), 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: 85.0m (278.9ft), 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: September 2016, 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: 34.402900, Lng: -112.073900), Route carried "on" structure: ServiceState highway 17, Year Built: 1963, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 200 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2036), 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: 85.0m (278.9ft), 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: September 2016, 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: 17,246 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 17,256 (year 2036), 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: 207.0m (679.1ft), 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 2016, 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: 17,246 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 17,256 (year 2036), 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: 207.0m (679.1ft), 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 2016, 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: 17,246 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 17,256 (year 2036), 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: 207.0m (679.1ft), 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 2016, 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: 17,246 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 17,256 (year 2036), 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: 207.0m (679.1ft), 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 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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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 "on" structure: US 60, Year Built: 1977, Status: Open, Structure Length: 30.88m (101.31ft), Average Daily Traffic: 17,246 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 17,256 (year 2036), 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: 183.0m (600.4ft), 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-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 2016, 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: 17,246 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 17,256 (year 2036), 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: 183.0m (600.4ft), 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-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 2016, 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 "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: 9.51m (31.20ft), 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: 9.51m (31.20ft), 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: 15,928 (year 2015), Truck Traffic: 9%, Features Intersected: US 60, Facility Carried by Structure: Central School Ped
Minimum Vertical Clearance: 0.55m (1.80ft), 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: 15,928 (year 2015), Truck Traffic: 9%, Features Intersected: US 60, Facility Carried by Structure: Central School Ped
Minimum Vertical Clearance: 0.55m (1.80ft), 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: 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: 10,662 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 10,672 (year 2033), 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: 1.4m (4.6ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
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: 16.20m (53.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2015, Total Project Cost: $1,000 ( Estimate for 2011)
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: 10,662 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 10,672 (year 2033), 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: 1.4m (4.6ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
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: 16.20m (53.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2015, Total Project Cost: $1,000 ( Estimate for 2011)
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Structure Number: 4404, Location: 5.8 mi So of 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: 1,345 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,355 (year 2033), 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: 85.0m (278.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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 2015
Structure Number: 4404, Location: 5.8 mi So of 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: 1,345 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,355 (year 2033), 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: 85.0m (278.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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 2015
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Structure Number: 4405, Location: 30.5 mi N Jct SR 177 (Lat: 33.321667, Lng: -110.737583), Route carried "on" structure: State highway 77, Year Built: 1959, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,345 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 1,355 (year 2035), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 268.374, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 104.0m (341.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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 2015
Structure Number: 4405, Location: 30.5 mi N Jct SR 177 (Lat: 33.321667, Lng: -110.737583), Route carried "on" structure: State highway 77, Year Built: 1959, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,345 (year 2014), Truck Traffic: 12%, Average Future Daily Traffic: 1,355 (year 2035), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 268.374, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 104.0m (341.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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 2015
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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: 3,484 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 3,494 (year 2035), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.099, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), 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, 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: 23.20m (76.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2011)
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: 3,484 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 3,494 (year 2035), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.099, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), 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, 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: 23.20m (76.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2017, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2011)
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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: 5,500 (year 2012), Truck Traffic: 15%, Average Future Daily Traffic: 5,510 (year 2036), 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: 134.0m (439.6ft), 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: Equal to 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 2016, 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: 5,500 (year 2012), Truck Traffic: 15%, Average Future Daily Traffic: 5,510 (year 2036), 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: 134.0m (439.6ft), 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: Equal to 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 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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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 2012), Features Intersected: Cottonwood St, Facility Carried by Structure: Hill St
Minimum Vertical Clearance: 4.12m (13.52ft), 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 2012), Features Intersected: Cottonwood St, Facility Carried by Structure: Hill St
Minimum Vertical Clearance: 4.12m (13.52ft), 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: 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: 900 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 910 (year 2036), 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: 91.0m (298.6ft), 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: 10.0 - 19.9% below), Length Of Structure Improvement: 31.10m (102.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Total Project Cost: $1,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 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: 900 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 910 (year 2036), 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: 91.0m (298.6ft), 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: 10.0 - 19.9% below), Length Of Structure Improvement: 31.10m (102.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Total Project Cost: $1,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 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: 5,500 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 5,510 (year 2036), 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: 98.0m (321.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 0.7m (2.3ft), 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: 46.90m (153.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Total Project Cost: $1,000 ( Estimate for 2016), 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: 5,500 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 5,510 (year 2036), 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: 98.0m (321.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 0.7m (2.3ft), 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: 46.90m (153.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Total Project Cost: $1,000 ( Estimate for 2016), 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 2014), Truck Traffic: 1%, Average Future Daily Traffic: 510 (year 2036), 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: 61.0m (200.1ft), 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: 26.20m (85.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Total Project Cost: $1,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 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 2014), Truck Traffic: 1%, Average Future Daily Traffic: 510 (year 2036), 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: 61.0m (200.1ft), 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: 26.20m (85.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Total Project Cost: $1,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9507, Location: 0.2 mi E Jct US 60 (Lat: 33.400000, Lng: -110.794444), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 5,010 (year 2036), 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: 183.0m (600.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.3m (1.0ft), 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 2016, 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: 33.400000, Lng: -110.794444), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 5,010 (year 2036), 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: 183.0m (600.4ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.3m (1.0ft), 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 2016, 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 2014), Truck Traffic: 15%, Average Future Daily Traffic: 9,010 (year 2036), 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: 183.0m (600.4ft), 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 2016, 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 2014), Truck Traffic: 15%, Average Future Daily Traffic: 9,010 (year 2036), 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: 183.0m (600.4ft), 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 2016, 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: 33.405556, Lng: -110.788889), Route carried "on" structure: City street , Year Built: 1961, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 600 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 610 (year 2036), 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: 107.0m (351.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 0.6m (2.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 54.90m (180.12ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2017, Critical Feature Inspection Date: March 2017, Total Project Cost: $1,000 ( Estimate for 2017), 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: 33.405556, Lng: -110.788889), Route carried "on" structure: City street , Year Built: 1961, Status: Posted for load, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 600 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 610 (year 2036), 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: 107.0m (351.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 0.6m (2.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 54.90m (180.12ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2017, Critical Feature Inspection Date: March 2017, Total Project Cost: $1,000 ( Estimate for 2017), 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: 33.408333, Lng: -110.797222), 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 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,610 (year 2036), 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: 67.0m (219.8ft), 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: 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 desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 14.60m (47.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Total Project Cost: $1,000 ( Estimate for 2014), 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: 33.408333, Lng: -110.797222), 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 2016), Truck Traffic: 1%, Average Future Daily Traffic: 1,610 (year 2036), 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: 67.0m (219.8ft), 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: 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 desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 14.60m (47.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Total Project Cost: $1,000 ( Estimate for 2014), 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: 33.402778, Lng: -110.797222), Route carried "on" structure: City street , Year Built: 1916, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 900 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 910 (year 2036), 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: 55.0m (180.4ft), 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: 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: 30.0 - 39.9% below), Length Of Structure Improvement: 34.10m (111.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Total Project Cost: $1,000 ( Estimate for 2014), 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: 33.402778, Lng: -110.797222), Route carried "on" structure: City street , Year Built: 1916, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 900 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 910 (year 2036), 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: 55.0m (180.4ft), 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: 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: 30.0 - 39.9% below), Length Of Structure Improvement: 34.10m (111.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Total Project Cost: $1,000 ( Estimate for 2014), 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: 33.400000, Lng: -110.788889), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 800 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 810 (year 2036), Features Intersected: Pinal Creek, Facility Carried by Structure: Cottonwood St
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), 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: 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: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 41.50m (136.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Total Project Cost: $1,000 ( Estimate for 2014), 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: 33.400000, Lng: -110.788889), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 800 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 810 (year 2036), Features Intersected: Pinal Creek, Facility Carried by Structure: Cottonwood St
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), 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: 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: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 41.50m (136.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Total Project Cost: $1,000 ( Estimate for 2014), 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: 33.394444, Lng: -110.788889), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,010 (year 2036), 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: 201.0m (659.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.4m (1.3ft), 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 2016
Structure Number: 1081, Location: Int of Broad St & Hill St (Lat: 33.394444, Lng: -110.788889), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 5,010 (year 2036), 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: 201.0m (659.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.4m (1.3ft), 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 2016
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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 2014), Truck Traffic: 5%, Average Future Daily Traffic: 4,188 (year 2036), 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: 143.0m (469.2ft), 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: Very 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: May 2016, 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 2014), Truck Traffic: 5%, Average Future Daily Traffic: 4,188 (year 2036), 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: 143.0m (469.2ft), 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: Very 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: May 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
