Bridge Statistics for Saddlebrooke, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 56ft / 17.0mTotal length
- 153,625Total average daily traffic
- 13,233Total average daily truck traffic
- 153,735Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Saddlebrooke
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 21950-1959
- 21960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- 31990-1999
- Bridge Condition - Channel
- 18.2%Good
- 72.7%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 63.6%Good
- 36.4%Satisfactory
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Structure Number: 4734, Location: 2.4 mi S Jct SR 79 (Lat: 32.522531, Lng: -110.927844), Route carried "on" structure: State highway 77, Year Built: 1955, Year Reconstructed: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 11,643 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 11,653 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.749, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 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: Febuary 2021
Structure Number: 4734, Location: 2.4 mi S Jct SR 79 (Lat: 32.522531, Lng: -110.927844), Route carried "on" structure: State highway 77, Year Built: 1955, Year Reconstructed: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 11,643 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 11,653 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.749, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 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: Febuary 2021
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Structure Number: 4735, Location: 1.7 mi S Jct SR 79 (Lat: 32.533297, Lng: -110.930131), Route carried "on" structure: State highway 77, Year Built: 1994, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 11,643 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 11,653 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.052, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 4735, Location: 1.7 mi S Jct SR 79 (Lat: 32.533297, Lng: -110.930131), Route carried "on" structure: State highway 77, Year Built: 1994, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 11,643 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 11,653 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.052, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: 4736, Location: 0.7 mi S Jct SR 79 (Lat: 32.545264, Lng: -110.930925), Route carried "on" structure: State highway 77, Year Built: 1955, Year Reconstructed: 1994, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 11,643 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 11,653 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 145.324, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 4736, Location: 0.7 mi S Jct SR 79 (Lat: 32.545264, Lng: -110.930925), Route carried "on" structure: State highway 77, Year Built: 1955, Year Reconstructed: 1994, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 11,643 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 11,653 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 145.324, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: 4737, Location: 0.2 mi S Jct SR 79 (Lat: 32.553128, Lng: -110.931936), Route carried "on" structure: State highway 77, Year Built: 1994, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 11,643 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 11,653 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.209, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 4737, Location: 0.2 mi S Jct SR 79 (Lat: 32.553128, Lng: -110.931936), Route carried "on" structure: State highway 77, Year Built: 1994, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 11,643 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 11,653 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.209, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: 5825, Location: 8.3 mi S Jct I 10 (Lat: 32.076000, Lng: -110.993306), Route carried "on" structure: Interstate 19, Year Built: 1967, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 20,625 (year 2014), Truck Traffic: 21%, Average Future Daily Traffic: 20,635 (year 2034), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5825, Location: 8.3 mi S Jct I 10 (Lat: 32.076000, Lng: -110.993306), Route carried "on" structure: Interstate 19, Year Built: 1967, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 20,625 (year 2014), Truck Traffic: 21%, Average Future Daily Traffic: 20,635 (year 2034), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 683, Location: 0.9 mi E Jct SR 79 (Lat: 32.568094, Lng: -110.925097), Route carried "on" structure: State highway 77, Year Built: 1941, Year Reconstructed: 1973, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 11,643 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 11,653 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.156, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 683, Location: 0.9 mi E Jct SR 79 (Lat: 32.568094, Lng: -110.925097), Route carried "on" structure: State highway 77, Year Built: 1941, Year Reconstructed: 1973, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 11,643 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 11,653 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.156, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: 9727, Location: 300 ft E La Canada Dr (Lat: 32.337164, Lng: -110.994278), Route carried "on" structure: County highway 423, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30,000 (year 2012), Average Future Daily Traffic: 30,010 (year 2030), Design Load: HS 20, Features Intersected: Nanini Wash, Facility Carried by Structure: Ina Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9727, Location: 300 ft E La Canada Dr (Lat: 32.337164, Lng: -110.994278), Route carried "on" structure: County highway 423, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30,000 (year 2012), Average Future Daily Traffic: 30,010 (year 2030), Design Load: HS 20, Features Intersected: Nanini Wash, Facility Carried by Structure: Ina Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.920, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9767, Location: 300' N Jct St Marys Rd (Lat: 32.228600, Lng: -110.977100), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1944, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,010 (year 2039), Design Load: HS 20, Features Intersected: Tucson Arroyo, Facility Carried by Structure: Main Avenue
Minimum Vertical Clearance: 12.19m (39.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
Structure Number: 9767, Location: 300' N Jct St Marys Rd (Lat: 32.228600, Lng: -110.977100), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1944, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 2,010 (year 2039), Design Load: HS 20, Features Intersected: Tucson Arroyo, Facility Carried by Structure: Main Avenue
Minimum Vertical Clearance: 12.19m (39.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
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Structure Number: 9773, Location: 0.1 mi W Jct 12th Ave (Lat: 32.148700, Lng: -110.979000), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 9,201 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 9,211 (year 2040), Design Load: HS 20, Features Intersected: Airport Wash, Facility Carried by Structure: Drexel Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9773, Location: 0.1 mi W Jct 12th Ave (Lat: 32.148700, Lng: -110.979000), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 9,201 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 9,211 (year 2040), Design Load: HS 20, Features Intersected: Airport Wash, Facility Carried by Structure: Drexel Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9891, Location: at 10th St (Lat: 33.799092, Lng: -112.061039), Route carried "on" structure: County highway , Year Built: 1985, Year Reconstructed: 1998, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 16,792 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 16,802 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Carefree Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9891, Location: at 10th St (Lat: 33.799092, Lng: -112.061039), Route carried "on" structure: County highway , Year Built: 1985, Year Reconstructed: 1998, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 16,792 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 16,802 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Carefree Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9892, Location: W of 12th St (Lat: 33.799086, Lng: -112.057494), Route carried "on" structure: County highway , Year Built: 1985, Year Reconstructed: 1998, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 16,792 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 16,802 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Carefree Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9892, Location: W of 12th St (Lat: 33.799086, Lng: -112.057494), Route carried "on" structure: County highway , Year Built: 1985, Year Reconstructed: 1998, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 16,792 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 16,802 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Carefree Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Wearing Surface/Protective System: Wearing Surface: Bituminous