Bridge Statistics for Wheatfields, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 187ft / 57.0mTotal length
- $3,000Total costs
- 22,025Total average daily traffic
- 2,110Total average daily truck traffic
- 22,145Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Wheatfields
- No street view available for this location
- New bridges - historical statistics
- 31970-1979
- 21980-1989
- 72000-2009
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 16.7%Very good
- 50.0%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Culverts
- 12.5%Very good
- 87.5%Good
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Structure Number: 1816, Location: 2.1 mi North Jct US 60 (Lat: 33.442300, Lng: -110.835600), Route carried "on" structure: State highway 188, Year Built: 1975, Year Reconstructed: 2006, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 2,159 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,169 (year 2040), Design Load: HS 20, Features Intersected: Miami Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 349.400, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 86.2 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, 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1816, Location: 2.1 mi North Jct US 60 (Lat: 33.442300, Lng: -110.835600), Route carried "on" structure: State highway 188, Year Built: 1975, Year Reconstructed: 2006, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 2,159 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,169 (year 2040), Design Load: HS 20, Features Intersected: Miami Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 349.400, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 86.2 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, 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2407, Location: 7.5 mi N Jct US 60 (Lat: 33.512400, Lng: -110.868900), Route carried "on" structure: State highway 188, Year Built: 2002, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 1,259 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,269 (year 2040), Design Load: HS 20, Features Intersected: Murray wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.999, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2407, Location: 7.5 mi N Jct US 60 (Lat: 33.512400, Lng: -110.868900), Route carried "on" structure: State highway 188, Year Built: 2002, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 1,259 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,269 (year 2040), Design Load: HS 20, Features Intersected: Murray wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.999, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2529, Location: 10.7 mi W Jct US 60 (Lat: 33.525128, Lng: -110.910944), Route carried "on" structure: State highway 188, Year Built: 2005, Status: Open, Structure Length: 19.39m (63.62ft), Average Daily Traffic: 1,050 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 1,060 (year 2038), Design Load: HS 20, Features Intersected: Devore Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.116, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2529, Location: 10.7 mi W Jct US 60 (Lat: 33.525128, Lng: -110.910944), Route carried "on" structure: State highway 188, Year Built: 2005, Status: Open, Structure Length: 19.39m (63.62ft), Average Daily Traffic: 1,050 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 1,060 (year 2038), Design Load: HS 20, Features Intersected: Devore Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.116, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6599, Location: 1.8 mi N Jct US 60 (Lat: 33.441153, Lng: -110.831392), Route carried "on" structure: State highway 188, Year Built: 1975, Year Reconstructed: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,383 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,393 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 348.906, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 6599, Location: 1.8 mi N Jct US 60 (Lat: 33.441153, Lng: -110.831392), Route carried "on" structure: State highway 188, Year Built: 1975, Year Reconstructed: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,383 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,393 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 348.906, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
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Structure Number: 66, Location: 2.6 mi N Jct US 60 (Lat: 33.448700, Lng: -110.838128), Route carried "on" structure: State highway 188, Year Built: 1976, Year Reconstructed: 2006, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,159 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,169 (year 2040), Design Load: HS 20, Features Intersected: Tinhorn Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 350.193, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 23 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: Fair, 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 66, Location: 2.6 mi N Jct US 60 (Lat: 33.448700, Lng: -110.838128), Route carried "on" structure: State highway 188, Year Built: 1976, Year Reconstructed: 2006, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,159 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,169 (year 2040), Design Load: HS 20, Features Intersected: Tinhorn Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 350.193, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 23 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: Fair, 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
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Structure Number: 7037, Location: 5.5 mi N. Jct US 60 (Lat: 33.484231, Lng: -110.856542), Route carried "on" structure: State highway 188, Year Built: 2002, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,159 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,169 (year 2040), Design Load: HS 20, Features Intersected: Gerald Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.699, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 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
Structure Number: 7037, Location: 5.5 mi N. Jct US 60 (Lat: 33.484231, Lng: -110.856542), Route carried "on" structure: State highway 188, Year Built: 2002, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,159 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,169 (year 2040), Design Load: HS 20, Features Intersected: Gerald Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.699, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 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
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Structure Number: 7042, Location: 8.3 mi W Jct US 60 (Lat: 33.520583, Lng: -110.873597), Route carried "on" structure: State highway 188, Year Built: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,072 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,082 (year 2038), Design Load: HS 20, Features Intersected: Hicks Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 359.206, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: Febuary 2020
Structure Number: 7042, Location: 8.3 mi W Jct US 60 (Lat: 33.520583, Lng: -110.873597), Route carried "on" structure: State highway 188, Year Built: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,072 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,082 (year 2038), Design Load: HS 20, Features Intersected: Hicks Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 359.206, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: Febuary 2020
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Structure Number: 7043, Location: 4.3 mi W Jct US 60 (Lat: 33.467911, Lng: -110.853339), Route carried "on" structure: State highway 188, Year Built: 2001, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,159 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,169 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 352.768, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 2 degrees, 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: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
Structure Number: 7043, Location: 4.3 mi W Jct US 60 (Lat: 33.467911, Lng: -110.853339), Route carried "on" structure: State highway 188, Year Built: 2001, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,159 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,169 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 352.768, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 2 degrees, 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: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
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Structure Number: 7044, Location: 3.9 mi W Jct US 60 (Lat: 33.462597, Lng: -110.849942), Route carried "on" structure: State highway 188, Year Built: 2000, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,159 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,169 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 352.124, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
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, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Total Project Cost: $1,000 ( Estimate for 2020)
Structure Number: 7044, Location: 3.9 mi W Jct US 60 (Lat: 33.462597, Lng: -110.849942), Route carried "on" structure: State highway 188, Year Built: 2000, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,159 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,169 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 352.124, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
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, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Total Project Cost: $1,000 ( Estimate for 2020)
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Structure Number: 7184, Location: 5.4 mi W Jct US 60 (Lat: 33.483378, Lng: -110.856133), Route carried "on" structure: State highway 188, Year Built: 2002, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,259 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,269 (year 2040), Design Load: HS 20, Features Intersected: Gerald Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.619, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 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
Structure Number: 7184, Location: 5.4 mi W Jct US 60 (Lat: 33.483378, Lng: -110.856133), Route carried "on" structure: State highway 188, Year Built: 2002, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,259 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,269 (year 2040), Design Load: HS 20, Features Intersected: Gerald Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.619, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 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
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Structure Number: 8605, Location: 0.8 mi N Jct SR 188 (Lat: 33.450953, Lng: -110.832478), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 2,907 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,917 (year 2038), Design Load: HS 20, Features Intersected: Pinal Creek, Facility Carried by Structure: Bixby Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8605, Location: 0.8 mi N Jct SR 188 (Lat: 33.450953, Lng: -110.832478), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 2,907 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,917 (year 2038), Design Load: HS 20, Features Intersected: Pinal Creek, Facility Carried by Structure: Bixby Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8706, Location: 0.1 mi NE Jct Old SR 88 (Lat: 33.493747, Lng: -110.855553), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2038), Design Load: HS 20, Features Intersected: Pinal Creek, Facility Carried by Structure: Hicks Road
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8706, Location: 0.1 mi NE Jct Old SR 88 (Lat: 33.493747, Lng: -110.855553), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2038), Design Load: HS 20, Features Intersected: Pinal Creek, Facility Carried by Structure: Hicks Road
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous