Bridge Statistics for Maricopa, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 34Number of bridges
- 354ft / 108mTotal length
- $7,000Total costs
- 295,762Total average daily traffic
- 25,146Total average daily truck traffic
- 320,684Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Maricopa
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 21980-1989
- 91990-1999
- 132000-2009
- 82010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 50.0%Good
- 30.0%Satisfactory
- Bridge Condition - Superstructure
- 40.0%Very good
- 50.0%Good
- 10.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 70.0%Good
- 10.0%Fair
- Bridge Condition - Channel
- 96.9%Good
- 3.1%Fair
- Bridge Condition - Culverts
- 20.8%Very good
- 70.8%Good
- 8.3%Satisfactory
Find on map >> Show street view
Structure Number: H57612B058, Location: 1KM SE OF JCT W/ N MURPHY (Lat: 32.987100, Lng: -111.935000), Route carried "on" structure: Federal lands road 27, Year Built: 2006, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 110 (year 2041), Features Intersected: ROADSIDE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: H57612B058, Location: 1KM SE OF JCT W/ N MURPHY (Lat: 32.987100, Lng: -111.935000), Route carried "on" structure: Federal lands road 27, Year Built: 2006, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 110 (year 2041), Features Intersected: ROADSIDE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Find on map >> Show street view
Structure Number: 2354, Location: 1.7 mi N Jct SR 238 (Lat: 33.094386, Lng: -112.032639), Route carried "on" structure: State highway 347, Year Built: 1992, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 20,914 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 20,924 (year 2039), Design Load: HS 20, Features Intersected: Santa Cruz Wash S Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 283.550, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2354, Location: 1.7 mi N Jct SR 238 (Lat: 33.094386, Lng: -112.032639), Route carried "on" structure: State highway 347, Year Built: 1992, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 20,914 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 20,924 (year 2039), Design Load: HS 20, Features Intersected: Santa Cruz Wash S Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 283.550, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 2485, Location: 1.7 mi N Jct SR 238 (Lat: 33.094533, Lng: -112.032806), Route carried "on" structure: State highway 347, Year Built: 1996, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 19,334 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 19,344 (year 2039), Design Load: HS 20, Features Intersected: Santa Cruz Wash S Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 283.550, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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, Deck Geometry: Equal 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2485, Location: 1.7 mi N Jct SR 238 (Lat: 33.094533, Lng: -112.032806), Route carried "on" structure: State highway 347, Year Built: 1996, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 19,334 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 19,344 (year 2039), Design Load: HS 20, Features Intersected: Santa Cruz Wash S Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 283.550, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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, Deck Geometry: Equal 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 6889, Location: 2.93 mi W Jct Maricopa Rd (Lat: 33.077600, Lng: -112.097900), Route carried "on" structure: State highway 238, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,550 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 5,560 (year 2038), Design Load: HS 20, Features Intersected: Vekol Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Channel: 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: 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: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6889, Location: 2.93 mi W Jct Maricopa Rd (Lat: 33.077600, Lng: -112.097900), Route carried "on" structure: State highway 238, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,550 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 5,560 (year 2038), Design Load: HS 20, Features Intersected: Vekol Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.530, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Channel: 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: 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: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 689, Location: 2.83 mi W Jct Maricopa Rd (Lat: 33.076900, Lng: -112.094300), Route carried "on" structure: City street 238, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,550 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 5,560 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.690, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018
Structure Number: 689, Location: 2.83 mi W Jct Maricopa Rd (Lat: 33.076900, Lng: -112.094300), Route carried "on" structure: City street 238, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,550 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 5,560 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.690, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018
Find on map >> Show street view
Structure Number: 6891, Location: 2.74 mi W Jct Maricopa Rd (Lat: 33.076500, Lng: -112.092600), Route carried "on" structure: State highway 238, Year Built: 1992, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,550 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 5,560 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.830, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018
Structure Number: 6891, Location: 2.74 mi W Jct Maricopa Rd (Lat: 33.076500, Lng: -112.092600), Route carried "on" structure: State highway 238, Year Built: 1992, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,550 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 5,560 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.830, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018
Find on map >> Show street view
Structure Number: 6892, Location: 2.62 mi W Jct Maricopa Rd (Lat: 33.076100, Lng: -112.091200), Route carried "on" structure: State highway 238, Year Built: 1994, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,550 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 5,560 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018
Structure Number: 6892, Location: 2.62 mi W Jct Maricopa Rd (Lat: 33.076100, Lng: -112.091200), Route carried "on" structure: State highway 238, Year Built: 1994, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,550 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 5,560 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018
Find on map >> Show street view
Structure Number: 6893, Location: 2.46 mi W Jct Maricopa Rd (Lat: 33.075600, Lng: -112.089200), Route carried "on" structure: State highway 238, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,550 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 5,560 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.280, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018
Structure Number: 6893, Location: 2.46 mi W Jct Maricopa Rd (Lat: 33.075600, Lng: -112.089200), Route carried "on" structure: State highway 238, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,550 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 5,560 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.280, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018
Find on map >> Show street view
Structure Number: 6899, Location: 16.9 mi N of Jct SR 84 (Lat: 33.116667, Lng: -112.027778), Route carried "on" structure: State highway 347, Year Built: 1992, Year Reconstructed: 1996, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 40,286 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 40,296 (year 2038), Design Load: HS 20, Features Intersected: Santa Cruz Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.240, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 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: Good, Culverts: Good, Operating Rating: 75.3 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 6899, Location: 16.9 mi N of Jct SR 84 (Lat: 33.116667, Lng: -112.027778), Route carried "on" structure: State highway 347, Year Built: 1992, Year Reconstructed: 1996, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 40,286 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 40,296 (year 2038), Design Load: HS 20, Features Intersected: Santa Cruz Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.240, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 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: Good, Culverts: Good, Operating Rating: 75.3 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 6905, Location: 14.85 mi N of Jct SR 84 (Lat: 33.086111, Lng: -112.038889), Route carried "on" structure: State highway 347, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 37,943 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 37,953 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.940, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018
Structure Number: 6905, Location: 14.85 mi N of Jct SR 84 (Lat: 33.086111, Lng: -112.038889), Route carried "on" structure: State highway 347, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 37,943 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 37,953 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.940, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018
Find on map >> Show street view
Structure Number: 7849, Location: 75' N Jct Maricopa-CG (Lat: 32.973600, Lng: -111.912300), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 310 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Russell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7849, Location: 75' N Jct Maricopa-CG (Lat: 32.973600, Lng: -111.912300), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 310 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Russell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 785, Location: 75 ft N Maricopa-CG Hwy (Lat: 32.983700, Lng: -111.929100), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 925 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 935 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Anderson Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.6 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 785, Location: 75 ft N Maricopa-CG Hwy (Lat: 32.983700, Lng: -111.929100), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 925 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 935 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Anderson Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.6 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 9055, Location: 0.9 mi S Jct Mar-CG Hwy (Lat: 32.971000, Lng: -111.929000), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 990 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: HS 20, Features Intersected: Santa Cruz River, Facility Carried by Structure: Anderson 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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9055, Location: 0.9 mi S Jct Mar-CG Hwy (Lat: 32.971000, Lng: -111.929000), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 990 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: HS 20, Features Intersected: Santa Cruz River, Facility Carried by Structure: Anderson 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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 9056, Location: 200 ft S Jct Maricopa Hwy (Lat: 32.982400, Lng: -111.929100), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 925 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 935 (year 2041), Design Load: HS 20, Features Intersected: Unnamed Wash, Facility Carried by Structure: Anderson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), 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: 2, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9056, Location: 200 ft S Jct Maricopa Hwy (Lat: 32.982400, Lng: -111.929100), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 925 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 935 (year 2041), Design Load: HS 20, Features Intersected: Unnamed Wash, Facility Carried by Structure: Anderson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), 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: 2, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10269, Location: 1.2 mi E Jct SR 347 (Lat: 33.046700, Lng: -112.031500), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 7,308 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,318 (year 2040), Design Load: HS 20, Features Intersected: Santa Rosa Wash, Facility Carried by Structure: Maricopa-CG Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 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, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10269, Location: 1.2 mi E Jct SR 347 (Lat: 33.046700, Lng: -112.031500), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 7,308 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,318 (year 2040), Design Load: HS 20, Features Intersected: Santa Rosa Wash, Facility Carried by Structure: Maricopa-CG Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 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, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 10817, Location: 4.0 mi E Jct SR 347 (Lat: 33.058000, Lng: -111.979600), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 2,608 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,618 (year 2040), Design Load: HS 20, Features Intersected: Santa Cruz Wash, Facility Carried by Structure: Honeycutt Road
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10817, Location: 4.0 mi E Jct SR 347 (Lat: 33.058000, Lng: -111.979600), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 2,608 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,618 (year 2040), Design Load: HS 20, Features Intersected: Santa Cruz Wash, Facility Carried by Structure: Honeycutt Road
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10819, Location: 0.8 mi E Jct SR 347 (Lat: 33.072400, Lng: -112.031300), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 17,995 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,005 (year 2040), Design Load: HS 20, Features Intersected: Santa Rosa Wash, Facility Carried by Structure: Smith-Enke Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10819, Location: 0.8 mi E Jct SR 347 (Lat: 33.072400, Lng: -112.031300), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 17,995 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,005 (year 2040), Design Load: HS 20, Features Intersected: Santa Rosa Wash, Facility Carried by Structure: Smith-Enke Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1082, Location: 0.1 mi N Jct MCG Hwy (Lat: 33.035900, Lng: -112.013400), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,410 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Porter Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 1082, Location: 0.1 mi N Jct MCG Hwy (Lat: 33.035900, Lng: -112.013400), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,410 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Porter Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 10821, Location: 0.1 mi NW Porter Rd (Lat: 33.036200, Lng: -112.014700), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 9,088 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,098 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: MCG Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 10821, Location: 0.1 mi NW Porter Rd (Lat: 33.036200, Lng: -112.014700), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 9,088 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,098 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: MCG Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 10822, Location: 0.1 mi N Jct MCG Hwy (Lat: 33.040500, Lng: -112.021100), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Stonegate Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10822, Location: 0.1 mi N Jct MCG Hwy (Lat: 33.040500, Lng: -112.021100), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Stonegate Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 10823, Location: 0.1 mi N Jct MCG Hwy (Lat: 33.039200, Lng: -112.018800), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Driveway #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10823, Location: 0.1 mi N Jct MCG Hwy (Lat: 33.039200, Lng: -112.018800), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 560 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Driveway #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 10824, Location: 0.1 mi N Jct MCG Hwy (Lat: 33.038100, Lng: -112.017100), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 11,350 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,360 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Shea Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10824, Location: 0.1 mi N Jct MCG Hwy (Lat: 33.038100, Lng: -112.017100), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 11,350 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,360 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Shea Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 10825, Location: 0.1 mi N Jct MCG Hwy (Lat: 33.037100, Lng: -112.015500), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,050 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Driveway #3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10825, Location: 0.1 mi N Jct MCG Hwy (Lat: 33.037100, Lng: -112.015500), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,050 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,060 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Driveway #3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 10939, Location: 0.8 mi E Jct SR 347 (Lat: 33.072600, Lng: -112.031300), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 17,995 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,005 (year 2040), Design Load: HS 20, Features Intersected: Santa Rosa Wash, Facility Carried by Structure: Smith-Enke Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10939, Location: 0.8 mi E Jct SR 347 (Lat: 33.072600, Lng: -112.031300), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 17,995 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 18,005 (year 2040), Design Load: HS 20, Features Intersected: Santa Rosa Wash, Facility Carried by Structure: Smith-Enke Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10945, Location: 1 mi E Jct SR 347 (Lat: 33.057900, Lng: -112.031200), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 2,608 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,608 (year 2040), Design Load: HS 20, Features Intersected: Santa Rosa Wash, Facility Carried by Structure: Honeycutt Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.27m (30.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10945, Location: 1 mi E Jct SR 347 (Lat: 33.057900, Lng: -112.031200), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 2,608 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,608 (year 2040), Design Load: HS 20, Features Intersected: Santa Rosa Wash, Facility Carried by Structure: Honeycutt Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.27m (30.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1101, Location: 2 mi E Jct SR 347 (Lat: 33.058500, Lng: -112.013900), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,608 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,618 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Honeycutt Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 2 degrees, 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: 1.6m (5.2ft), Right: 1.6m (5.2ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 1101, Location: 2 mi E Jct SR 347 (Lat: 33.058500, Lng: -112.013900), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,608 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,618 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Honeycutt Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 2 degrees, 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: 1.6m (5.2ft), Right: 1.6m (5.2ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 11011, Location: 3 mi E Jct SR 347 (Lat: 33.058500, Lng: -111.996200), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,608 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,618 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Honeycutt Rd
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 11011, Location: 3 mi E Jct SR 347 (Lat: 33.058500, Lng: -111.996200), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,608 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,618 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Honeycutt Rd
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 11511, Location: 0.17 mi W of Murphy Rd (Lat: 32.993300, Lng: -111.945000), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,810 (year 2039), Design Load: HS 20, Features Intersected: Santa Cruz Wash, Facility Carried by Structure: MC Casa Grande Hwy
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: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.9 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: 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
Structure Number: 11511, Location: 0.17 mi W of Murphy Rd (Lat: 32.993300, Lng: -111.945000), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,810 (year 2039), Design Load: HS 20, Features Intersected: Santa Cruz Wash, Facility Carried by Structure: MC Casa Grande Hwy
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: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.9 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: 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
Find on map >> Show street view
Structure Number: 11512, Location: 0.06 mi W of Murphy Rd (Lat: 32.992664, Lng: -111.943994), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,810 (year 2039), Design Load: HS 20, Features Intersected: Santa Cruz Wash, Facility Carried by Structure: MC Casa Grande Hwy
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: 18, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.9 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: 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: 11512, Location: 0.06 mi W of Murphy Rd (Lat: 32.992664, Lng: -111.943994), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,810 (year 2039), Design Load: HS 20, Features Intersected: Santa Cruz Wash, Facility Carried by Structure: MC Casa Grande Hwy
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: 18, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.9 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: 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
Find on map >> Show street view
Structure Number: 11513, Location: 0.03 mi W of Murphy Rd (Lat: 32.992214, Lng: -111.943267), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,810 (year 2039), Design Load: HS 20, Features Intersected: Santa Cruz Wash, Facility Carried by Structure: MC Casa Grande Hwy
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), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.9 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: 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
Structure Number: 11513, Location: 0.03 mi W of Murphy Rd (Lat: 32.992214, Lng: -111.943267), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 5,800 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,810 (year 2039), Design Load: HS 20, Features Intersected: Santa Cruz Wash, Facility Carried by Structure: MC Casa Grande Hwy
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), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 49.9 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: 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
Find on map >> Show street view
Structure Number: 11514, Location: 0.01 mi N of MC-CG Hwy (Lat: 32.989092, Lng: -111.937956), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 110 (year 2039), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Antone Street
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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Good, Culverts: Very 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11514, Location: 0.01 mi N of MC-CG Hwy (Lat: 32.989092, Lng: -111.937956), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 110 (year 2039), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Antone Street
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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Good, Culverts: Very 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 11515, Location: 0.01 mi N of MC-CG Hwy (Lat: 32.991933, Lng: -111.942531), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,310 (year 2039), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Murphy Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Good, Culverts: Very 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: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 11515, Location: 0.01 mi N of MC-CG Hwy (Lat: 32.991933, Lng: -111.942531), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,310 (year 2039), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Murphy Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Good, Culverts: Very 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: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 20152, Location: 1.5mi S of Smith Enke Rd (Lat: 33.056500, Lng: -112.047000), Route carried "on" structure: State highway 347, Year Built: 2019, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 24,901 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 49,503 (year 2040), Design Load: HL 93, Features Intersected: Union Pacific Railroad, Facility Carried by Structure: John Wayne Pkwy
Minimum Vertical Clearance: 7.38m (24.21ft), Kilometerpoint: 278.883, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 40.8m (133.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.6 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20152, Location: 1.5mi S of Smith Enke Rd (Lat: 33.056500, Lng: -112.047000), Route carried "on" structure: State highway 347, Year Built: 2019, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 24,901 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 49,503 (year 2040), Design Load: HL 93, Features Intersected: Union Pacific Railroad, Facility Carried by Structure: John Wayne Pkwy
Minimum Vertical Clearance: 7.38m (24.21ft), Kilometerpoint: 278.883, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 40.8m (133.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.6 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 20153, Location: 1mi S of Smith Enke Rd (Lat: 33.055100, Lng: -112.047000), Route carried "on" structure: State highway 347, Year Built: 2019, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 24,876 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 24,886 (year 2038), Design Load: HL 93, Features Intersected: Maricopa-Casa Grande Hwy, Facility Carried by Structure: John Wayne Pkwy
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 279.044, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 37.5m (123.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 37.5m (123.0ft), Out-to-Out Width: 41.8m (137.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 83.5 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20153, Location: 1mi S of Smith Enke Rd (Lat: 33.055100, Lng: -112.047000), Route carried "on" structure: State highway 347, Year Built: 2019, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 24,876 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 24,886 (year 2038), Design Load: HL 93, Features Intersected: Maricopa-Casa Grande Hwy, Facility Carried by Structure: John Wayne Pkwy
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 279.044, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 37.5m (123.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 37.5m (123.0ft), Out-to-Out Width: 41.8m (137.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 83.5 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete