Bridge Statistics for Drexel Heights, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 49ft / 15.2mTotal length
- 141,145Total average daily traffic
- 6,388Total average daily truck traffic
- 141,465Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Drexel Heights
- No street view available for this location
- New bridges - historical statistics
- 71980-1989
- 11990-1999
- 12000-2009
- 42010-2019
- Bridge Condition - Channel
- 15.4%Excellent
- 7.7%Very good
- 38.5%Good
- 15.4%Satisfactory
- 15.4%Fair
- 7.7%Poor
- Bridge Condition - Culverts
- 15.4%Very good
- 46.2%Good
- 38.5%Satisfactory
Find on map >> Show street view
Structure Number: H55665B07, Location: 0.8KM S OF JCT W/W VALENC (Lat: 32.126400, Lng: -111.081000), Route carried "on" structure: Federal lands road 3, Year Built: 2011, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,100 (year 2041), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 11.2m (36.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: H55665B07, Location: 0.8KM S OF JCT W/W VALENC (Lat: 32.126400, Lng: -111.081000), Route carried "on" structure: Federal lands road 3, Year Built: 2011, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,100 (year 2041), Design Load: HS 20, Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 11.2m (36.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: H55665B0703, Location: .8KM S OF JCT W/S SHERIDA (Lat: 32.115311, Lng: -111.071775), Route carried "on" structure: Federal lands road 3, Year Built: 2011, Status: Open, Structure Length: 0.54m (1.77ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 440 (year 2041), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: W. CALLE TETAKUSM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.0m (3.3ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: H55665B0703, Location: .8KM S OF JCT W/S SHERIDA (Lat: 32.115311, Lng: -111.071775), Route carried "on" structure: Federal lands road 3, Year Built: 2011, Status: Open, Structure Length: 0.54m (1.77ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 440 (year 2041), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: W. CALLE TETAKUSM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.0m (3.3ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Find on map >> Show street view
Structure Number: H55665B0704, Location: 1.6KM S OF JCT W/ W VALEN (Lat: 32.118700, Lng: -111.080000), Route carried "on" structure: Federal lands road 3, Year Built: 2011, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 880 (year 2041), Design Load: HS 20, Features Intersected: ROADSIDE DITCHES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: H55665B0704, Location: 1.6KM S OF JCT W/ W VALEN (Lat: 32.118700, Lng: -111.080000), Route carried "on" structure: Federal lands road 3, Year Built: 2011, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 880 (year 2041), Design Load: HS 20, Features Intersected: ROADSIDE DITCHES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Find on map >> Show street view
Structure Number: 7763, Location: 200 ft N of Maxine Circle (Lat: 32.123781, Lng: -111.028989), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,151 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 6,161 (year 2040), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Cardinal Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.1 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7763, Location: 200 ft N of Maxine Circle (Lat: 32.123781, Lng: -111.028989), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,151 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 6,161 (year 2040), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Cardinal Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.1 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 8635, Location: 300' South of Valencia (Lat: 32.132861, Lng: -111.028800), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 6,787 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,797 (year 2040), Design Load: HS 20, Features Intersected: Drainageway, Facility Carried by Structure: Cardinal Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8635, Location: 300' South of Valencia (Lat: 32.132861, Lng: -111.028800), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 6,787 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,797 (year 2040), Design Load: HS 20, Features Intersected: Drainageway, Facility Carried by Structure: Cardinal Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 8722, Location: 600 ft North Los Reales (Lat: 32.121189, Lng: -111.029000), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 24,004 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 24,014 (year 2040), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Cardinal Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 8722, Location: 600 ft North Los Reales (Lat: 32.121189, Lng: -111.029000), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 24,004 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 24,014 (year 2040), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Cardinal Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Find on map >> Show street view
Structure Number: 8915, Location: 1 mi South of Valencia (Lat: 32.125058, Lng: -111.028914), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,787 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,797 (year 2040), Design Load: HS 20, Features Intersected: Subdivision Drainage, Facility Carried by Structure: Cardinal Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8915, Location: 1 mi South of Valencia (Lat: 32.125058, Lng: -111.028914), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,787 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,797 (year 2040), Design Load: HS 20, Features Intersected: Subdivision Drainage, Facility Carried by Structure: Cardinal Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 9729, Location: 450' E Cam De La Tierra (Lat: 32.133742, Lng: -111.035747), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 13,990 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20, Features Intersected: Drainageway, Facility Carried by Structure: Valencia Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 9729, Location: 450' E Cam De La Tierra (Lat: 32.133742, Lng: -111.035747), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 13,990 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20, Features Intersected: Drainageway, Facility Carried by Structure: Valencia Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Find on map >> Show street view
Structure Number: 973, Location: 1700' E Cam De La Tierra (Lat: 32.133750, Lng: -111.031711), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 34,341 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 34,351 (year 2040), Design Load: HS 20, Features Intersected: Drainageway, Facility Carried by Structure: Valencia Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 973, Location: 1700' E Cam De La Tierra (Lat: 32.133750, Lng: -111.031711), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 34,341 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 34,351 (year 2040), Design Load: HS 20, Features Intersected: Drainageway, Facility Carried by Structure: Valencia Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Find on map >> Show street view
Structure Number: 9806, Location: W of Westover Ave (Lat: 32.133814, Lng: -111.022475), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 36,614 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 36,624 (year 2040), Design Load: HS 20, Features Intersected: Medium Wash, Facility Carried by Structure: Valencia Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 9806, Location: W of Westover Ave (Lat: 32.133814, Lng: -111.022475), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 36,614 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 36,624 (year 2040), Design Load: HS 20, Features Intersected: Medium Wash, Facility Carried by Structure: Valencia Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Find on map >> Show street view
Structure Number: 11583, Location: N of Ave Obregon (Lat: 32.120833, Lng: -111.037500), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,010 (year 2039), Design Load: HS 20, Features Intersected: Medium Wash, Facility Carried by Structure: Camino De La Tiera
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.9m (3.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2019
Structure Number: 11583, Location: N of Ave Obregon (Lat: 32.120833, Lng: -111.037500), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,010 (year 2039), Design Load: HS 20, Features Intersected: Medium Wash, Facility Carried by Structure: Camino De La Tiera
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.9m (3.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2019
Find on map >> Show street view
Structure Number: 11602, Location: W of S Bolingbroke Ave (Lat: 32.115556, Lng: -111.040278), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Tetakusim Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11602, Location: W of S Bolingbroke Ave (Lat: 32.115556, Lng: -111.040278), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Tetakusim Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 11615, Location: S of Jnc SR86 (Lat: 32.175556, Lng: -111.054444), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 11615, Location: S of Jnc SR86 (Lat: 32.175556, Lng: -111.054444), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,871 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 8,881 (year 2039), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Valencia Rd
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019