Bridge Statistics for Dudleyville, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 82ft / 24.9mTotal length
- $3,000Total costs
- 63,528Total average daily traffic
- 8,643Total average daily truck traffic
- 75,840Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Dudleyville
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 101960-1969
- 22010-2019
- Bridge Condition - Deck
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Superstructure
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Channel
- 7.7%Very good
- 76.9%Good
- 15.4%Satisfactory
- Bridge Condition - Culverts
- 72.7%Good
- 27.3%Satisfactory
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Structure Number: 4383, Location: 14.2 mi S Jct SR 177 (Lat: 32.804728, Lng: -110.681764), Route carried "on" structure: State highway 77, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,919 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 2,929 (year 2037), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 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: 4383, Location: 14.2 mi S Jct SR 177 (Lat: 32.804728, Lng: -110.681764), Route carried "on" structure: State highway 77, Year Built: 1962, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,919 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 2,929 (year 2037), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 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: 4384, Location: 13.6 mi S Jct SR 177 (Lat: 32.811897, Lng: -110.686356), Route carried "on" structure: State highway 77, Year Built: 1962, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,302 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 2,312 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.988, 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: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 4384, Location: 13.6 mi S Jct SR 177 (Lat: 32.811897, Lng: -110.686356), Route carried "on" structure: State highway 77, Year Built: 1962, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,302 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 2,312 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.988, 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: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: 4385, Location: 13.3 mi S Jct SR 177 (Lat: 32.815744, Lng: -110.689419), Route carried "on" structure: State highway 77, Year Built: 1962, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,302 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 2,312 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 195.519, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 4385, Location: 13.3 mi S Jct SR 177 (Lat: 32.815744, Lng: -110.689419), Route carried "on" structure: State highway 77, Year Built: 1962, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,302 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 2,312 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 195.519, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: 4386, Location: 9.4 mi S Jct SR 177 (Lat: 32.865400, Lng: -110.709800), Route carried "on" structure: State highway 77, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,928 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,938 (year 2038), Design Load: HS 20, Features Intersected: Livesay Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 201.880, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 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: January 2018
Structure Number: 4386, Location: 9.4 mi S Jct SR 177 (Lat: 32.865400, Lng: -110.709800), Route carried "on" structure: State highway 77, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,928 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,938 (year 2038), Design Load: HS 20, Features Intersected: Livesay Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 201.880, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 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: January 2018
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Structure Number: 4387, Location: 8.1 mi S Jct SR 177 (Lat: 32.883400, Lng: -110.714500), Route carried "on" structure: State highway 77, Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,928 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,938 (year 2037), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 203.950, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018
Structure Number: 4387, Location: 8.1 mi S Jct SR 177 (Lat: 32.883400, Lng: -110.714500), Route carried "on" structure: State highway 77, Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,928 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,938 (year 2037), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 203.950, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018
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Structure Number: 4388, Location: 5.1 mi S Jct SR 177 (Lat: 32.924700, Lng: -110.727700), Route carried "on" structure: State highway 77, Year Built: 1964, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,928 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,938 (year 2038), Design Load: HS 20, Features Intersected: Green Lantern
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 208.770, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 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: January 2018
Structure Number: 4388, Location: 5.1 mi S Jct SR 177 (Lat: 32.924700, Lng: -110.727700), Route carried "on" structure: State highway 77, Year Built: 1964, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,928 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,938 (year 2038), Design Load: HS 20, Features Intersected: Green Lantern
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 208.770, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 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: January 2018
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Structure Number: 4389, Location: 3.2 mi S Jct SR 177 (Lat: 32.949100, Lng: -110.743200), Route carried "on" structure: State highway 77, Year Built: 1965, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,928 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,938 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 211.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018
Structure Number: 4389, Location: 3.2 mi S Jct SR 177 (Lat: 32.949100, Lng: -110.743200), Route carried "on" structure: State highway 77, Year Built: 1965, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,928 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,938 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 211.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018
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Structure Number: 439, Location: 3.0 mi S Jct SR 177 (Lat: 32.952300, Lng: -110.744700), Route carried "on" structure: State highway 77, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,928 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,938 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 212.280, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018
Structure Number: 439, Location: 3.0 mi S Jct SR 177 (Lat: 32.952300, Lng: -110.744700), Route carried "on" structure: State highway 77, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,928 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,938 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 212.280, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018
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Structure Number: 4391, Location: 1.9 mi S Jct SR 177 (Lat: 32.965100, Lng: -110.754500), Route carried "on" structure: State highway 77, Year Built: 1965, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,928 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,938 (year 2038), Design Load: HS 20, Features Intersected: Piper Springs
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 213.950, 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), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018, Total Project Cost: $1,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4391, Location: 1.9 mi S Jct SR 177 (Lat: 32.965100, Lng: -110.754500), Route carried "on" structure: State highway 77, Year Built: 1965, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,928 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 2,938 (year 2038), Design Load: HS 20, Features Intersected: Piper Springs
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 213.950, 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), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018, Total Project Cost: $1,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4623, Location: 4.5 mi W Jct I-19 (Lat: 32.174142, Lng: -111.061278), Route carried "on" structure: State highway 86, Year Built: 1968, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 33,019 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 40,858 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 268.471, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 23 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: Good, Culverts: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: 4623, Location: 4.5 mi W Jct I-19 (Lat: 32.174142, Lng: -111.061278), Route carried "on" structure: State highway 86, Year Built: 1968, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 33,019 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 40,858 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 268.471, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 23 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: Good, Culverts: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
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Structure Number: 4625, Location: 1.1 mi N Jct I 10 (Lat: 32.748500, Lng: -111.515900), Route carried "on" structure: State highway 87, Year Built: 1956, Year Reconstructed: 1961, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,988 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 2,998 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.210, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2021
Structure Number: 4625, Location: 1.1 mi N Jct I 10 (Lat: 32.748500, Lng: -111.515900), Route carried "on" structure: State highway 87, Year Built: 1956, Year Reconstructed: 1961, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,988 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 2,998 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.210, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2021
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Structure Number: 11552, Location: 0.3 mi S Jct SR 77 (Lat: 32.939292, Lng: -110.740783), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 128 (year 2020), Average Future Daily Traffic: 138 (year 2040), Design Load: HL 93, Features Intersected: Unnamed Wash, Facility Carried by Structure: Valentine Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11552, Location: 0.3 mi S Jct SR 77 (Lat: 32.939292, Lng: -110.740783), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 128 (year 2020), Average Future Daily Traffic: 138 (year 2040), Design Load: HL 93, Features Intersected: Unnamed Wash, Facility Carried by Structure: Valentine Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20031, Location: 11.3 mi S Jct SR 177 (Lat: 32.838500, Lng: -110.710100), Route carried "on" structure: State highway 77, Year Built: 2014, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 2,302 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 6,665 (year 2041), Design Load: HL 93, Features Intersected: Aravaipa Creek
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 198.786, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20031, Location: 11.3 mi S Jct SR 177 (Lat: 32.838500, Lng: -110.710100), Route carried "on" structure: State highway 77, Year Built: 2014, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 2,302 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 6,665 (year 2041), Design Load: HL 93, Features Intersected: Aravaipa Creek
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 198.786, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete