Bridge Statistics for Goodyear Village, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 85ft / 25.6mTotal length
- $1,000Total costs
- 468,914Total average daily traffic
- 58,838Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Goodyear Village
- No street view available for this location
- New bridges - historical statistics
- 101960-1969
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 41970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 42.9%Good
- 57.1%Satisfactory
- Bridge Condition - Culverts
- 42.9%Good
- 57.1%Satisfactory
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Structure Number: 1149, Location: 29.3 mi N of Jct I 8 (Lat: 33.190200, Lng: -111.898300), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 110 (year 2039), Design Load: HS 20, Features Intersected: I 10, Facility Carried by Structure: Goodyear Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1149, Location: 29.3 mi N of Jct I 8 (Lat: 33.190200, Lng: -111.898300), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 110 (year 2039), Design Load: HS 20, Features Intersected: I 10, Facility Carried by Structure: Goodyear Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2589, Location: 0.7 mi S Chandler Blvd (Lat: 33.295167, Lng: -111.963139), Route carried "on" structure: Ramp State highway 202, Year Built: 2003, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 80,456 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 80,466 (year 2038), Design Load: HS 20+Mod, Features Intersected: 56th Street, Facility Carried by Structure: Santan Freeway
Minimum Vertical Clearance: 12.19m (39.99ft), Kilometerpoint: 88.095, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2589, Location: 0.7 mi S Chandler Blvd (Lat: 33.295167, Lng: -111.963139), Route carried "on" structure: Ramp State highway 202, Year Built: 2003, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 80,456 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 80,466 (year 2038), Design Load: HS 20+Mod, Features Intersected: 56th Street, Facility Carried by Structure: Santan Freeway
Minimum Vertical Clearance: 12.19m (39.99ft), Kilometerpoint: 88.095, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5424, Location: 13.0 mi S of Jct US 60 (Lat: 33.222222, Lng: -111.916667), Route carried "on" structure: Interstate 10, Year Built: 1967, Year Reconstructed: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 59,680 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 90,407 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.380, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2021)
Structure Number: 5424, Location: 13.0 mi S of Jct US 60 (Lat: 33.222222, Lng: -111.916667), Route carried "on" structure: Interstate 10, Year Built: 1967, Year Reconstructed: 1975, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 59,680 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 90,407 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.380, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2021)
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Structure Number: 5426, Location: 13.8 mi S of Jct US 60 (Lat: 33.208333, Lng: -111.916667), Route carried "on" structure: Interstate 10, Year Built: 1967, Year Reconstructed: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 59,680 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 90,407 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 271.540, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
Structure Number: 5426, Location: 13.8 mi S of Jct US 60 (Lat: 33.208333, Lng: -111.916667), Route carried "on" structure: Interstate 10, Year Built: 1967, Year Reconstructed: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 59,680 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 90,407 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 271.540, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
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Structure Number: 5428, Location: 13.8 mi S of Jct US 60 (Lat: 33.205556, Lng: -111.913889), Route carried "on" structure: Interstate 10, Year Built: 1967, Year Reconstructed: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 59,680 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 90,407 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 271.670, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
Structure Number: 5428, Location: 13.8 mi S of Jct US 60 (Lat: 33.205556, Lng: -111.913889), Route carried "on" structure: Interstate 10, Year Built: 1967, Year Reconstructed: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 59,680 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 90,407 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 271.670, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
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Structure Number: 543, Location: 16.4 mi S of Jct US 60 (Lat: 33.175000, Lng: -111.883333), Route carried "on" structure: Interstate 10, Year Built: 1966, Year Reconstructed: 1975, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 59,680 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 90,407 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 275.840, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
Structure Number: 543, Location: 16.4 mi S of Jct US 60 (Lat: 33.175000, Lng: -111.883333), Route carried "on" structure: Interstate 10, Year Built: 1966, Year Reconstructed: 1975, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 59,680 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 90,407 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 275.840, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
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Structure Number: 6012, Location: 0.9 mi S Jct SR 87 (Lat: 33.201100, Lng: -111.840900), Route carried "on" structure: State highway 587, Year Built: 1966, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 10,007 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 19,665 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.400, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 12.2m (40.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: Bituminous
Structure Number: 6012, Location: 0.9 mi S Jct SR 87 (Lat: 33.201100, Lng: -111.840900), Route carried "on" structure: State highway 587, Year Built: 1966, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 10,007 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 19,665 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.400, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 12.2m (40.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: Bituminous
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Structure Number: 6013, Location: 1.5 mi S Jct SR 87 (Lat: 33.193000, Lng: -111.840900), Route carried "on" structure: State highway 587, Year Built: 1966, Year Reconstructed: 2012, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 10,007 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 19,665 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.040, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), 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: 22.3m (73.2ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6013, Location: 1.5 mi S Jct SR 87 (Lat: 33.193000, Lng: -111.840900), Route carried "on" structure: State highway 587, Year Built: 1966, Year Reconstructed: 2012, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 10,007 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 19,665 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.040, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), 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: 22.3m (73.2ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6014, Location: 2.1 mi S Jct SR 87 (Lat: 33.187000, Lng: -111.840900), Route carried "on" structure: State highway 587, Year Built: 1966, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 10,007 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 19,665 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 355.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: 6014, Location: 2.1 mi S Jct SR 87 (Lat: 33.187000, Lng: -111.840900), Route carried "on" structure: State highway 587, Year Built: 1966, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 10,007 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 19,665 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 355.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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
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Structure Number: 1148, Location: 12.6 mi S of Jct US 60 (Lat: 33.219200, Lng: -111.920700), Route carried "under" structure: Interstate 10, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 61,849 (year 2018), Truck Traffic: 13%, Features Intersected: I 10; EB & WB, Facility Carried by Structure: IRR Riggs Road
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 269.517, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 1148, Location: 12.6 mi S of Jct US 60 (Lat: 33.219200, Lng: -111.920700), Route carried "under" structure: Interstate 10, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 61,849 (year 2018), Truck Traffic: 13%, Features Intersected: I 10; EB & WB, Facility Carried by Structure: IRR Riggs Road
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 269.517, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 1149, Location: 29.3 mi N of Jct I 8 (Lat: 33.190200, Lng: -111.898300), Route carried "under" structure: Interstate 10, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 57,768 (year 2018), Truck Traffic: 11%, Features Intersected: I 10, Facility Carried by Structure: Goodyear Rd
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 273.347, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 1149, Location: 29.3 mi N of Jct I 8 (Lat: 33.190200, Lng: -111.898300), Route carried "under" structure: Interstate 10, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 57,768 (year 2018), Truck Traffic: 11%, Features Intersected: I 10, Facility Carried by Structure: Goodyear Rd
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 273.347, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)