Bridge Statistics for San Tan Valley, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 37Number of bridges
- 148ft / 44.6mTotal length
- $3,000Total costs
- 181,118Total average daily traffic
- 14,815Total average daily truck traffic
- 181,488Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for San Tan Valley
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 21960-1969
- 11980-1989
- 292000-2009
- 42010-2019
- Bridge Condition - Superstructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 40.5%Very good
- 54.1%Good
- 2.7%Satisfactory
- 2.7%Fair
- Bridge Condition - Culverts
- 60.0%Very good
- 28.6%Good
- 11.4%Satisfactory
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Structure Number: 8491, Location: .3 MI E OF 24TH ST (Lat: 33.473056, Lng: -112.025544), Route carried "on" structure: City street , Year Built: 1947, Year Reconstructed: 1974, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 8,607 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 8,617 (year 2039), Design Load: HS 20, Features Intersected: Grand Canal, Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8491, Location: .3 MI E OF 24TH ST (Lat: 33.473056, Lng: -112.025544), Route carried "on" structure: City street , Year Built: 1947, Year Reconstructed: 1974, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 8,607 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 8,617 (year 2039), Design Load: HS 20, Features Intersected: Grand Canal, Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8838, Location: 0.2 mi E Jct Quail Run Ln (Lat: 33.191200, Lng: -111.487800), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 3,415 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 3,425 (year 2038), Design Load: HS 20, Features Intersected: CAP Canal, Facility Carried by Structure: Skyline Dr
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8838, Location: 0.2 mi E Jct Quail Run Ln (Lat: 33.191200, Lng: -111.487800), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 3,415 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 3,425 (year 2038), Design Load: HS 20, Features Intersected: CAP Canal, Facility Carried by Structure: Skyline Dr
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 961, Location: 7.8 mi N Jct Az Farms Rd (Lat: 33.191056, Lng: -111.523083), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,415 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,425 (year 2039), Design Load: HS 20, Features Intersected: Un-Named Wash, Facility Carried by Structure: Skyline Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, 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: 961, Location: 7.8 mi N Jct Az Farms Rd (Lat: 33.191056, Lng: -111.523083), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,415 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,425 (year 2039), Design Load: HS 20, Features Intersected: Un-Named Wash, Facility Carried by Structure: Skyline Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, 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: 9611, Location: 0.5 mi South Combs Rd (Lat: 33.212833, Lng: -111.528722), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 1,010 (year 2039), Design Load: HS 20, Features Intersected: Un-Named Wash, Facility Carried by Structure: IRR Schneph Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: 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: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9611, Location: 0.5 mi South Combs Rd (Lat: 33.212833, Lng: -111.528722), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 1,010 (year 2039), Design Load: HS 20, Features Intersected: Un-Named Wash, Facility Carried by Structure: IRR Schneph Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: 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: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10916, Location: 8.8 miles S of U.S. 60 (Lat: 33.258583, Lng: -111.563306), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 26,288 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 26,298 (year 2035), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Ironwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 56.7m (186.0ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable 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 48 months, Inspection Date: November 2019
Structure Number: 10916, Location: 8.8 miles S of U.S. 60 (Lat: 33.258583, Lng: -111.563306), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 26,288 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 26,298 (year 2035), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Ironwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 56.7m (186.0ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable 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 48 months, Inspection Date: November 2019
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Structure Number: 11382, Location: 0.9 mi W Jct Hunt Hwy (Lat: 33.133444, Lng: -111.553889), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,010 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,020 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Indigo Sky Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 11382, Location: 0.9 mi W Jct Hunt Hwy (Lat: 33.133444, Lng: -111.553889), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,010 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,020 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Indigo Sky Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 11383, Location: 0.5 mi N Jct Bella Vista (Lat: 33.167694, Lng: -111.568722), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 60,171 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 60,181 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Hunt Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 11383, Location: 0.5 mi N Jct Bella Vista (Lat: 33.167694, Lng: -111.568722), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 60,171 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 60,181 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Hunt Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 11384, Location: 0.2 mi W Jct Gary RD (Lat: 33.190556, Lng: -111.585028), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,010 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,020 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Skyline Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 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: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 63.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 11384, Location: 0.2 mi W Jct Gary RD (Lat: 33.190556, Lng: -111.585028), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,010 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,020 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Skyline Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 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: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 63.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 11385, Location: @ Jct w/Gary Rd (Lat: 33.195694, Lng: -111.582306), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,050 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Silver Streak Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Good, Operating Rating: 63.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 11385, Location: @ Jct w/Gary Rd (Lat: 33.195694, Lng: -111.582306), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,050 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Silver Streak Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), 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: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Good, Operating Rating: 63.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 11386, Location: @ Jct w/Skyline Dr (Lat: 33.190722, Lng: -111.594028), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 710 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Tompsett Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11386, Location: @ Jct w/Skyline Dr (Lat: 33.190722, Lng: -111.594028), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 700 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 710 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Tompsett Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11388, Location: 0.3 mi E Jct Gary Rd (Lat: 33.190806, Lng: -111.577306), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,550 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,560 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Skyline Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 50.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 11388, Location: 0.3 mi E Jct Gary Rd (Lat: 33.190806, Lng: -111.577306), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,550 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,560 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Skyline Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 50.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 1139, Location: 400' E Jct Mtn Vista (Lat: 33.184222, Lng: -111.603833), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 760 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Hayden Peak Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 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: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 63.5 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, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 1139, Location: 400' E Jct Mtn Vista (Lat: 33.184222, Lng: -111.603833), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 750 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 760 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Hayden Peak Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 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: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 63.5 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, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 11391, Location: @ Jct w/Thompson Rd (Lat: 33.183444, Lng: -111.616667), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,210 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Mnt Vista Blvd
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 11391, Location: @ Jct w/Thompson Rd (Lat: 33.183444, Lng: -111.616667), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,210 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Mnt Vista Blvd
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 11392, Location: 100' E Jct Stone Crk (Lat: 33.178167, Lng: -111.578500), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,050 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Desert Sky Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11392, Location: 100' E Jct Stone Crk (Lat: 33.178167, Lng: -111.578500), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,050 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Desert Sky Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11395, Location: @ Jct w/Saratoga Mdws Dr (Lat: 33.172000, Lng: -111.593472), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,010 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Mila Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
Structure Number: 11395, Location: @ Jct w/Saratoga Mdws Dr (Lat: 33.172000, Lng: -111.593472), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,010 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Mila Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
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Structure Number: 11403, Location: 0.4 mi E Jct Gary Rd (Lat: 33.176417, Lng: -111.580250), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 28,866 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28,876 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Hunt Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), 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: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 11403, Location: 0.4 mi E Jct Gary Rd (Lat: 33.176417, Lng: -111.580250), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 28,866 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28,876 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Hunt Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), 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: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 11404, Location: 400ft N Jct Phillips Rd (Lat: 33.169900, Lng: -111.593400), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,510 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Saratoga Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 64.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
Structure Number: 11404, Location: 400ft N Jct Phillips Rd (Lat: 33.169900, Lng: -111.593400), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,510 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Saratoga Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 64.4 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: Equal to present desirable 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: 11405, Location: E Jct Saratoga Mdws Dr (Lat: 33.173750, Lng: -111.593278), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,110 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Kristina Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 11405, Location: E Jct Saratoga Mdws Dr (Lat: 33.173750, Lng: -111.593278), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,110 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Kristina Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 11406, Location: 300' N Jct Roberts Rd (Lat: 33.177056, Lng: -111.604250), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 510 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 520 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Prospector Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 11406, Location: 300' N Jct Roberts Rd (Lat: 33.177056, Lng: -111.604250), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 510 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 520 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Prospector Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 11412, Location: 1.3 mi N Jct Hunt Hwy (Lat: 33.198200, Lng: -111.582200), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 20,077 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 20,087 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Gary Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2021)
Structure Number: 11412, Location: 1.3 mi N Jct Hunt Hwy (Lat: 33.198200, Lng: -111.582200), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 20,077 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 20,087 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Gary Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2021)
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Structure Number: 1144, Location: @ Jct w/Mtn Vista Blvd (Lat: 33.185700, Lng: -111.603100), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 510 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 520 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Yellow Peak
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 1144, Location: @ Jct w/Mtn Vista Blvd (Lat: 33.185700, Lng: -111.603100), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 510 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 520 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Yellow Peak
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 11442, Location: 90 ft E Jct Mtn Vista Bl (Lat: 33.186925, Lng: -111.602350), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 527 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 537 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Santa Cruz Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11442, Location: 90 ft E Jct Mtn Vista Bl (Lat: 33.186925, Lng: -111.602350), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 527 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 537 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Santa Cruz Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 11443, Location: 0.2 mi S Jct Mtn Vista Bl (Lat: 33.181311, Lng: -111.605967), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,861 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,871 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: San Tan Heights
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11443, Location: 0.2 mi S Jct Mtn Vista Bl (Lat: 33.181311, Lng: -111.605967), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,861 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,871 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: San Tan Heights
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 11444, Location: 100 ft E Jct Mtn Vista Bl (Lat: 33.188583, Lng: -111.601642), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 410 (year 2019), Average Future Daily Traffic: 420 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Dancer Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11444, Location: 100 ft E Jct Mtn Vista Bl (Lat: 33.188583, Lng: -111.601642), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 410 (year 2019), Average Future Daily Traffic: 420 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Dancer Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 11447, Location: 100 ft E Jct Ironwood Rd (Lat: 33.258750, Lng: -111.562933), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 391 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 401 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: E Westbrooke Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11447, Location: 100 ft E Jct Ironwood Rd (Lat: 33.258750, Lng: -111.562933), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 391 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 401 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: E Westbrooke Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 11449, Location: 100' W Jct Gary Rd (Lat: 33.179042, Lng: -111.586169), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 352 (year 2019), Average Future Daily Traffic: 362 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Peggy Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11449, Location: 100' W Jct Gary Rd (Lat: 33.179042, Lng: -111.586169), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 352 (year 2019), Average Future Daily Traffic: 362 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Peggy Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 1145, Location: 100 ft W Jct Gary Rd (Lat: 33.177608, Lng: -111.586631), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 474 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 484 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Don Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 1145, Location: 100 ft W Jct Gary Rd (Lat: 33.177608, Lng: -111.586631), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 474 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 484 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Don Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 11451, Location: 130 ft W Jct Gary Rd (Lat: 33.176139, Lng: -111.586558), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,402 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,412 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: W San Tan Heights
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11451, Location: 130 ft W Jct Gary Rd (Lat: 33.176139, Lng: -111.586558), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,402 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,412 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: W San Tan Heights
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 11452, Location: 0.6 mi SE Jct Mt Vista Bl (Lat: 33.179525, Lng: -111.599250), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,922 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,932 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: W San Tan Heights
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11452, Location: 0.6 mi SE Jct Mt Vista Bl (Lat: 33.179525, Lng: -111.599250), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,922 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,932 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: W San Tan Heights
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 11517, Location: 0.01 mi N of Westbrooke R (Lat: 33.259000, Lng: -111.566425), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Westbrooke Drnge Channel, Facility Carried by Structure: Brigman St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11517, Location: 0.01 mi N of Westbrooke R (Lat: 33.259000, Lng: -111.566425), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Westbrooke Drnge Channel, Facility Carried by Structure: Brigman St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 11518, Location: 0.01 mi N of Westbrooke R (Lat: 33.259569, Lng: -111.569547), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2037), Design Load: HS 20, Features Intersected: Westbrooke Drnge Channel, Facility Carried by Structure: Autumn St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 48 months, Inspection Date: November 2019
Structure Number: 11518, Location: 0.01 mi N of Westbrooke R (Lat: 33.259569, Lng: -111.569547), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2037), Design Load: HS 20, Features Intersected: Westbrooke Drnge Channel, Facility Carried by Structure: Autumn St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 48 months, Inspection Date: November 2019
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Structure Number: 11519, Location: 0.01 mi E of Stone Creek (Lat: 33.189433, Lng: -111.577553), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Desert Glen Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable 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 48 months, Inspection Date: November 2019
Structure Number: 11519, Location: 0.01 mi E of Stone Creek (Lat: 33.189433, Lng: -111.577553), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Desert Glen Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable 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 48 months, Inspection Date: November 2019
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Structure Number: 1152, Location: 0.01 mi E of Stone Creek (Lat: 33.187431, Lng: -111.577303), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Desert Basin Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: November 2019
Structure Number: 1152, Location: 0.01 mi E of Stone Creek (Lat: 33.187431, Lng: -111.577303), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Desert Basin Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: November 2019
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Structure Number: 11521, Location: 0.01 mi E of Stone Creek (Lat: 33.180403, Lng: -111.577656), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Foothills Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11521, Location: 0.01 mi E of Stone Creek (Lat: 33.180403, Lng: -111.577656), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Foothills Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 11522, Location: 0.03 mi E of Stone Creek (Lat: 33.184567, Lng: -111.577031), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: SanTan Hills Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11522, Location: 0.03 mi E of Stone Creek (Lat: 33.184567, Lng: -111.577031), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: SanTan Hills Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 11523, Location: 0.01 mi E of Stone Creek (Lat: 33.182767, Lng: -111.577447), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Cedar Tree Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable 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 48 months, Inspection Date: November 2019
Structure Number: 11523, Location: 0.01 mi E of Stone Creek (Lat: 33.182767, Lng: -111.577447), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Cedar Tree Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable 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 48 months, Inspection Date: November 2019
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Structure Number: 11526, Location: 0.01 mi S of Pima Rd (Lat: 33.263300, Lng: -111.560147), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2039), Design Load: HS 20, Features Intersected: Pima Rd Drainage Channel, Facility Carried by Structure: Veneto Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 48 months, Inspection Date: November 2019
Structure Number: 11526, Location: 0.01 mi S of Pima Rd (Lat: 33.263300, Lng: -111.560147), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2039), Design Load: HS 20, Features Intersected: Pima Rd Drainage Channel, Facility Carried by Structure: Veneto Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 48 months, Inspection Date: November 2019