Bridge Statistics for Valencia West, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 184ft / 56.3mTotal length
- $5,000Total costs
- 192,617Total average daily traffic
- 13,309Total average daily truck traffic
- 196,202Total future (year 2019) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Valencia West
- No street view available for this location
- New bridges - historical statistics
- 51970-1979
- 11980-1989
- 31990-1999
- 62000-2009
- 152010-2019
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 66.7%Excellent
- 3.3%Very good
- 26.7%Good
- 3.3%Satisfactory
- Bridge Condition - Culverts
- 65.4%Very good
- 34.6%Good
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Structure Number: 1606, Location: 10.4 mi West of Jct US 89 (Lat: 32.145800, Lng: -111.135700), Route carried "on" structure: State highway 86, Year Built: 1972, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 3,772 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,782 (year 2039), Design Load: HS 20, Features Intersected: Black Hills Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.794, Lanes on structure: 2, Owner: State 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: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1606, Location: 10.4 mi West of Jct US 89 (Lat: 32.145800, Lng: -111.135700), Route carried "on" structure: State highway 86, Year Built: 1972, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 3,772 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,782 (year 2039), Design Load: HS 20, Features Intersected: Black Hills Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.794, Lanes on structure: 2, Owner: State 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: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1607, Location: 9.4 mi West of Jct 19 (Lat: 32.147222, Lng: -111.132500), Route carried "on" structure: State highway 86, Year Built: 1972, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 3,134 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 3,144 (year 2039), Design Load: HS 20, Features Intersected: Snyder Hill Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.036, Lanes on structure: 2, Owner: State 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: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1607, Location: 9.4 mi West of Jct 19 (Lat: 32.147222, Lng: -111.132500), Route carried "on" structure: State highway 86, Year Built: 1972, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 3,134 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 3,144 (year 2039), Design Load: HS 20, Features Intersected: Snyder Hill Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.036, Lanes on structure: 2, Owner: State 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: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6464, Location: 10.1 mi E Jct SR 286 (Lat: 32.138561, Lng: -111.157678), Route carried "on" structure: State highway 86, Year Built: 1972, Year Reconstructed: 2017, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 7,544 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 8,649 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.622, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Total Project Cost: $1,000 ( Estimate for 2021)
Structure Number: 6464, Location: 10.1 mi E Jct SR 286 (Lat: 32.138561, Lng: -111.157678), Route carried "on" structure: State highway 86, Year Built: 1972, Year Reconstructed: 2017, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 7,544 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 8,649 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.622, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Total Project Cost: $1,000 ( Estimate for 2021)
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Structure Number: 6465, Location: 9.9 mi W Jct I-19 (Lat: 32.142022, Lng: -111.146108), Route carried "on" structure: State highway 86, Year Built: 1972, Year Reconstructed: 2017, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,544 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 8,649 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 259.507, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), 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)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Total Project Cost: $1,000 ( Estimate for 2021)
Structure Number: 6465, Location: 9.9 mi W Jct I-19 (Lat: 32.142022, Lng: -111.146108), Route carried "on" structure: State highway 86, Year Built: 1972, Year Reconstructed: 2017, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,544 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 8,649 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 259.507, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), 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)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Total Project Cost: $1,000 ( Estimate for 2021)
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Structure Number: 6466, Location: 9.6 mi W Jct I-19 (Lat: 32.143644, Lng: -111.141053), Route carried "on" structure: State highway 86, Year Built: 1972, Year Reconstructed: 2017, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,544 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 8,649 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.311, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), 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)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Total Project Cost: $1,000 ( Estimate for 2021)
Structure Number: 6466, Location: 9.6 mi W Jct I-19 (Lat: 32.143644, Lng: -111.141053), Route carried "on" structure: State highway 86, Year Built: 1972, Year Reconstructed: 2017, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,544 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 8,649 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.311, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), 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)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Total Project Cost: $1,000 ( Estimate for 2021)
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Structure Number: 6943, Location: 8.4 mi NE Jct SR 286 (Lat: 32.129700, Lng: -111.184100), Route carried "on" structure: State highway 86, Year Built: 1992, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 7,120 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 7,130 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.860, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.2 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: Febuary 2018
Structure Number: 6943, Location: 8.4 mi NE Jct SR 286 (Lat: 32.129700, Lng: -111.184100), Route carried "on" structure: State highway 86, Year Built: 1992, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 7,120 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 7,130 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.860, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.2 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: Febuary 2018
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Structure Number: 6944, Location: 8.8 mi NE Jct SR 286 (Lat: 32.132400, Lng: -111.177000), Route carried "on" structure: State highway 86, Year Built: 1992, Year Reconstructed: 2017, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 7,120 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 7,130 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 256.600, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 6944, Location: 8.8 mi NE Jct SR 286 (Lat: 32.132400, Lng: -111.177000), Route carried "on" structure: State highway 86, Year Built: 1992, Year Reconstructed: 2017, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 7,120 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 7,130 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 256.600, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2018)
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Structure Number: 6945, Location: 9.6 mi NE Jct SR 286 (Lat: 32.136200, Lng: -111.164300), Route carried "on" structure: State highway 86, Year Built: 1992, Year Reconstructed: 2017, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 6,974 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 6,984 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.860, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 6945, Location: 9.6 mi NE Jct SR 286 (Lat: 32.136200, Lng: -111.164300), Route carried "on" structure: State highway 86, Year Built: 1992, Year Reconstructed: 2017, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 6,974 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 6,984 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.860, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2018)
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Structure Number: 11414, Location: 800' N of W Valencia Rd (Lat: 32.135658, Lng: -111.106019), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,010 (year 2040), Design Load: HS 20, Features Intersected: Black Wash, Facility Carried by Structure: Camino Verde
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 11414, Location: 800' N of W Valencia Rd (Lat: 32.135658, Lng: -111.106019), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,010 (year 2040), Design Load: HS 20, Features Intersected: Black Wash, Facility Carried by Structure: Camino Verde
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
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Structure Number: 1159, Location: W of Vahalla Rd (Lat: 32.137500, Lng: -111.133889), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Freedom Egal Dr
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: 1159, Location: W of Vahalla Rd (Lat: 32.137500, Lng: -111.133889), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Freedom Egal Dr
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: 11591, Location: N of W Valencia Rd (Lat: 32.133889, Lng: -111.143056), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Large Wash, Facility Carried by Structure: Bullfinch Dr
Minimum Vertical Clearance: 30.45m (99.90ft), 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: 1.4m (4.6ft), Right: 1.4m (4.6ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11591, Location: N of W Valencia Rd (Lat: 32.133889, Lng: -111.143056), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Large Wash, Facility Carried by Structure: Bullfinch Dr
Minimum Vertical Clearance: 30.45m (99.90ft), 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: 1.4m (4.6ft), Right: 1.4m (4.6ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 11592, Location: E of Star Diamond (Lat: 32.133333, Lng: -111.119722), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 20 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: 0.0m, Right: 1.8m (5.9ft)
Condition: Channel: Excellent, 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11592, Location: E of Star Diamond (Lat: 32.133333, Lng: -111.119722), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 20 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: 0.0m, Right: 1.8m (5.9ft)
Condition: Channel: Excellent, 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 11593, Location: E of Wade Rd (Lat: 32.133333, Lng: -111.114167), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 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: 1.5m (4.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11593, Location: E of Wade Rd (Lat: 32.133333, Lng: -111.114167), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 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: 1.5m (4.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 11594, Location: E of Camino Verde (Lat: 32.133333, Lng: -111.100556), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 16,170 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 16,180 (year 2039), Design Load: HS 20, Features Intersected: Black Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft)
Condition: Channel: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11594, Location: E of Camino Verde (Lat: 32.133333, Lng: -111.100556), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 16,170 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 16,180 (year 2039), Design Load: HS 20, Features Intersected: Black Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft)
Condition: Channel: Excellent, 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: Superior 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: 11595, Location: E of Viviyana Rd (Lat: 32.133333, Lng: -111.096111), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 16,170 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 16,180 (year 2039), Design Load: HS 20, Features Intersected: Large Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft)
Condition: Channel: Excellent, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11595, Location: E of Viviyana Rd (Lat: 32.133333, Lng: -111.096111), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 16,170 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 16,180 (year 2039), Design Load: HS 20, Features Intersected: Large Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft)
Condition: Channel: Excellent, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 11597, Location: E of S Vahallla lane (Lat: 32.128889, Lng: -111.131667), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Tight Line Dr
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11597, Location: E of S Vahallla lane (Lat: 32.128889, Lng: -111.131667), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Tight Line Dr
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 116, Location: S of Sandpaper Tree Wy (Lat: 32.149722, Lng: -111.101389), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Lemon Tree Dr
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 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: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 116, Location: S of Sandpaper Tree Wy (Lat: 32.149722, Lng: -111.101389), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Lemon Tree Dr
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 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: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior 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: 11603, Location: E of Wade Rd (Lat: 32.125000, Lng: -111.114167), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,010 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Brightwater Way
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11603, Location: E of Wade Rd (Lat: 32.125000, Lng: -111.114167), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,010 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Brightwater Way
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 11604, Location: S of Valencia Rd (Lat: 32.131667, Lng: -111.123333), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Victor Dr
Minimum Vertical Clearance: 30.45m (99.90ft), 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: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11604, Location: S of Valencia Rd (Lat: 32.131667, Lng: -111.123333), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Victor Dr
Minimum Vertical Clearance: 30.45m (99.90ft), 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: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 11616, Location: 0.4 m S junc of SR86 (Lat: 32.133056, Lng: -111.163611), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11616, Location: 0.4 m S junc of SR86 (Lat: 32.133056, Lng: -111.163611), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 11617, Location: 0.75 mi SE fr Junc SR86 (Lat: 32.133056, Lng: -111.158333), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11617, Location: 0.75 mi SE fr Junc SR86 (Lat: 32.133056, Lng: -111.158333), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 11618, Location: 1 mi SE fr Junc SR86 (Lat: 32.133056, Lng: -111.153056), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2019), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11618, Location: 1 mi SE fr Junc SR86 (Lat: 32.133056, Lng: -111.153056), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2019), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 11619, Location: 1.2 mi SE fr Junc SR86 (Lat: 32.133056, Lng: -111.150000), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 11619, Location: 1.2 mi SE fr Junc SR86 (Lat: 32.133056, Lng: -111.150000), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 1162, Location: 1.60 mi SE fr SR86 (Lat: 32.133333, Lng: -111.141111), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 1162, Location: 1.60 mi SE fr SR86 (Lat: 32.133333, Lng: -111.141111), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, 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: Superior 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: 11621, Location: E of Mountain Eagle Dr (Lat: 32.133333, Lng: -111.139167), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11621, Location: E of Mountain Eagle Dr (Lat: 32.133333, Lng: -111.139167), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 11622, Location: 1.8 mi SE fr SR86 (Lat: 32.133056, Lng: -111.138889), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 61.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11622, Location: 1.8 mi SE fr SR86 (Lat: 32.133056, Lng: -111.138889), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 61.7 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: Superior 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: 11623, Location: 2 mi SE fr SR86 (Lat: 32.133333, Lng: -111.135556), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11623, Location: 2 mi SE fr SR86 (Lat: 32.133333, Lng: -111.135556), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 11624, Location: E of S Vahalla Rd (Lat: 32.133056, Lng: -111.137778), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11624, Location: E of S Vahalla Rd (Lat: 32.133056, Lng: -111.137778), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), 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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, 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: Superior 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: 20073, Location: 9.5 mi W of Junc 19 (Lat: 32.145800, Lng: -111.136000), Route carried "on" structure: State highway 86, Year Built: 2017, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 3,772 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,782 (year 2039), Design Load: HL 93, Features Intersected: Black Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.714, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20073, Location: 9.5 mi W of Junc 19 (Lat: 32.145800, Lng: -111.136000), Route carried "on" structure: State highway 86, Year Built: 2017, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 3,772 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,782 (year 2039), Design Load: HL 93, Features Intersected: Black Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.714, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20074, Location: 9.4 mi W of Junc 19 (Lat: 32.147200, Lng: -111.132800), Route carried "on" structure: State highway 86, Year Built: 2017, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 3,772 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,782 (year 2039), Design Load: HL 93, Features Intersected: Snyder Hill Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.036, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20074, Location: 9.4 mi W of Junc 19 (Lat: 32.147200, Lng: -111.132800), Route carried "on" structure: State highway 86, Year Built: 2017, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 3,772 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,782 (year 2039), Design Load: HL 93, Features Intersected: Snyder Hill Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 261.036, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous