Bridge Statistics for Green Valley, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 11940-1949
- 71950-1959
- 141960-1969
- 291970-1979
- 101980-1989
- 22000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 71970-1979
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 9.1%Very good
- 63.6%Good
- 9.1%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 13.6%Very good
- 72.7%Good
- 9.1%Satisfactory
- 4.5%Fair
- Bridge Condition - Substructure
- 4.5%Very good
- 86.4%Good
- 9.1%Fair
- Bridge Condition - Channel
- 20.9%Very good
- 60.5%Good
- 16.3%Satisfactory
- 2.3%Fair
- Bridge Condition - Culverts
- 5.7%Very good
- 80.0%Good
- 14.3%Satisfactory
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Structure Number: 157, Location: 3.9 mi S Jct I-10 (Lat: 32.133400, Lng: -109.910600), Route carried "on" structure: US 191, Year Built: 1936, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,378 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,388 (year 2037), Design Load: H 15, Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Total Project Cost: $1,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 157, Location: 3.9 mi S Jct I-10 (Lat: 32.133400, Lng: -109.910600), Route carried "on" structure: US 191, Year Built: 1936, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,378 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,388 (year 2037), Design Load: H 15, Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.240, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Total Project Cost: $1,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 397, Location: 7.3 mi S of Jct B19 (Lat: 31.804000, Lng: -111.013500), Route carried "on" structure: Interstate 19, Year Built: 1953, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 13,079 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 13,089 (year 2037), Design Load: HS 20, Features Intersected: Esperanza Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.808, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 397, Location: 7.3 mi S of Jct B19 (Lat: 31.804000, Lng: -111.013500), Route carried "on" structure: Interstate 19, Year Built: 1953, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 13,079 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 13,089 (year 2037), Design Load: HS 20, Features Intersected: Esperanza Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.808, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 614, Location: 6.9 mi South of Jct SR 90 (Lat: 31.451900, Lng: -109.934900), Route carried "on" structure: State highway 80, Year Built: 1960, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 4,397 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,407 (year 2038), Design Load: HS 20, Features Intersected: West Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 546.871, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Total Project Cost: $1,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 614, Location: 6.9 mi South of Jct SR 90 (Lat: 31.451900, Lng: -109.934900), Route carried "on" structure: State highway 80, Year Built: 1960, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 4,397 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,407 (year 2038), Design Load: HS 20, Features Intersected: West Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 546.871, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Total Project Cost: $1,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 676, Location: 15.2 mi E Jct US 191 (Lat: 35.310611, Lng: -109.107106), Route carried "on" structure: Interstate 40, Year Built: 1964, Year Reconstructed: 1976, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 7,948 (year 2017), Truck Traffic: 24%, Average Future Daily Traffic: 7,958 (year 2038), Design Load: HS 20, Features Intersected: Hawthorne Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 570.689, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 676, Location: 15.2 mi E Jct US 191 (Lat: 35.310611, Lng: -109.107106), Route carried "on" structure: Interstate 40, Year Built: 1964, Year Reconstructed: 1976, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 7,948 (year 2017), Truck Traffic: 24%, Average Future Daily Traffic: 7,958 (year 2038), Design Load: HS 20, Features Intersected: Hawthorne Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 570.689, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 679, Location: 19.8 mi E Jct US 191 (Lat: 35.357647, Lng: -109.051669), Route carried "on" structure: Interstate 40, Year Built: 1963, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,877 (year 2017), Truck Traffic: 24%, Average Future Daily Traffic: 8,887 (year 2038), Design Load: HS 20, Features Intersected: Lupton Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 578.092, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 679, Location: 19.8 mi E Jct US 191 (Lat: 35.357647, Lng: -109.051669), Route carried "on" structure: Interstate 40, Year Built: 1963, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,877 (year 2017), Truck Traffic: 24%, Average Future Daily Traffic: 8,887 (year 2038), Design Load: HS 20, Features Intersected: Lupton Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 578.092, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1354, Location: 2.6 mi S Jct B 19 (Lat: 31.870200, Lng: -110.990300), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 15,896 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 15,906 (year 2039), Design Load: HS 20, Features Intersected: Esperanza Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.420, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1354, Location: 2.6 mi S Jct B 19 (Lat: 31.870200, Lng: -110.990300), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 15,896 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 15,906 (year 2039), Design Load: HS 20, Features Intersected: Esperanza Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.420, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 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: 1355, Location: 2.6 mi S Jct B 19 (Lat: 31.870275, Lng: -110.990575), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 15,896 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 15,906 (year 2039), Design Load: HS 20, Features Intersected: Esperanza Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.420, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1355, Location: 2.6 mi S Jct B 19 (Lat: 31.870275, Lng: -110.990575), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 15,896 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 15,906 (year 2039), Design Load: HS 20, Features Intersected: Esperanza Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.420, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 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: 157, Location: 1.9 mi N of Jct B 19 (Lat: 31.934000, Lng: -110.986400), Route carried "on" structure: Interstate 19, Year Built: 1971, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 19,488 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 19,498 (year 2039), Design Load: HS 20, Features Intersected: Quartz Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.662, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 157, Location: 1.9 mi N of Jct B 19 (Lat: 31.934000, Lng: -110.986400), Route carried "on" structure: Interstate 19, Year Built: 1971, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 19,488 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 19,498 (year 2039), Design Load: HS 20, Features Intersected: Quartz Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.662, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 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: 1571, Location: 1.9 mi N of Jct B 19 (Lat: 31.934000, Lng: -110.986700), Route carried "on" structure: Interstate 19, Year Built: 1971, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 19,488 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 19,498 (year 2039), Design Load: HS 20, Features Intersected: Quartz Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.662, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1571, Location: 1.9 mi N of Jct B 19 (Lat: 31.934000, Lng: -110.986700), Route carried "on" structure: Interstate 19, Year Built: 1971, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 19,488 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 19,498 (year 2039), Design Load: HS 20, Features Intersected: Quartz Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.662, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 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: 1572, Location: 2.6 mi N of Jct B 19 (Lat: 31.942800, Lng: -110.986700), Route carried "on" structure: Interstate 19, Year Built: 1971, Year Reconstructed: 2021, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 19,488 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 19,498 (year 2039), Design Load: HS 20, Features Intersected: El Toro Rd & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.708, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1572, Location: 2.6 mi N of Jct B 19 (Lat: 31.942800, Lng: -110.986700), Route carried "on" structure: Interstate 19, Year Built: 1971, Year Reconstructed: 2021, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 19,488 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 19,498 (year 2039), Design Load: HS 20, Features Intersected: El Toro Rd & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.708, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1573, Location: 2.6 mi N of Jct B 19 (Lat: 31.942800, Lng: -110.987000), Route carried "on" structure: Interstate 19, Year Built: 1971, Year Reconstructed: 2021, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 19,488 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 19,498 (year 2039), Design Load: HS 20, Features Intersected: El Toro Rd & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.708, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1573, Location: 2.6 mi N of Jct B 19 (Lat: 31.942800, Lng: -110.987000), Route carried "on" structure: Interstate 19, Year Built: 1971, Year Reconstructed: 2021, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 19,488 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 19,498 (year 2039), Design Load: HS 20, Features Intersected: El Toro Rd & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.708, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1752, Location: 8.4 mi S Jct S B 19 (Lat: 31.789600, Lng: -111.021500), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 9,460 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 9,470 (year 2038), Design Load: HS 20, Features Intersected: Canoa Ranch Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.086, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1752, Location: 8.4 mi S Jct S B 19 (Lat: 31.789600, Lng: -111.021500), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 9,460 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 9,470 (year 2038), Design Load: HS 20, Features Intersected: Canoa Ranch Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.086, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1753, Location: 8.4 mi S Jct S B 19 (Lat: 31.789700, Lng: -111.021900), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 10,915 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 10,925 (year 2039), Design Load: HS 20, Features Intersected: Canoa Ranch Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.086, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1753, Location: 8.4 mi S Jct S B 19 (Lat: 31.789700, Lng: -111.021900), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 10,915 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 10,925 (year 2039), Design Load: HS 20, Features Intersected: Canoa Ranch Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.086, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1754, Location: 3.8 mi S Jct B 19 (Lat: 31.851397, Lng: -110.993439), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 13,079 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 13,089 (year 2037), Design Load: HS 20, Features Intersected: Continental Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.473, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1754, Location: 3.8 mi S Jct B 19 (Lat: 31.851397, Lng: -110.993439), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 13,079 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 13,089 (year 2037), Design Load: HS 20, Features Intersected: Continental Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.473, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 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: 1755, Location: 3.8 mi S Jct B 19 (Lat: 31.851400, Lng: -110.993800), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 15,708 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 15,718 (year 2037), Design Load: HS 20, Features Intersected: Continental Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.473, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1755, Location: 3.8 mi S Jct B 19 (Lat: 31.851400, Lng: -110.993800), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 15,708 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 15,718 (year 2037), Design Load: HS 20, Features Intersected: Continental Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.473, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1851, Location: 7.3 mi S of Jct US B 19 (Lat: 31.804000, Lng: -111.013500), Route carried "on" structure: ServiceState highway 19, Year Built: 1976, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 700 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 710 (year 2037), Design Load: HS 20, Features Intersected: Esperanza Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.808, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1851, Location: 7.3 mi S of Jct US B 19 (Lat: 31.804000, Lng: -111.013500), Route carried "on" structure: ServiceState highway 19, Year Built: 1976, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 700 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 710 (year 2037), Design Load: HS 20, Features Intersected: Esperanza Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.808, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28, Location: JCT of B-19/I-19 (Lat: 31.906056, Lng: -110.985911), Route carried "on" structure: Business State highway 19, Year Built: 2005, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 18,365 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 18,375 (year 2037), Design Load: HS 20, Features Intersected: I-19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.650, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 42.1m (138.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 28, Location: JCT of B-19/I-19 (Lat: 31.906056, Lng: -110.985911), Route carried "on" structure: Business State highway 19, Year Built: 2005, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 18,365 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 18,375 (year 2037), Design Load: HS 20, Features Intersected: I-19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.650, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 42.1m (138.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2808, Location: 27.9 mi N Jct SR 289 (Lat: 31.800000, Lng: -111.150000), Route carried "on" structure: ServiceState highway 19, Year Built: 2010, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 25,499 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 25,509 (year 2037), Design Load: HL 93, Features Intersected: Unnamed Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.325, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2808, Location: 27.9 mi N Jct SR 289 (Lat: 31.800000, Lng: -111.150000), Route carried "on" structure: ServiceState highway 19, Year Built: 2010, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 25,499 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 25,509 (year 2037), Design Load: HL 93, Features Intersected: Unnamed Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.325, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2918, Location: 29.0 mi N Jct SR 289 (Lat: 31.814600, Lng: -111.007500), Route carried "on" structure: ServiceInterstate 19, Year Built: 2010, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2037), Design Load: HL 93, Features Intersected: Via Rio Fuerte Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.159, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2918, Location: 29.0 mi N Jct SR 289 (Lat: 31.814600, Lng: -111.007500), Route carried "on" structure: ServiceInterstate 19, Year Built: 2010, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2037), Design Load: HL 93, Features Intersected: Via Rio Fuerte Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.159, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2919, Location: 31.7 mi N Jct SR 289 (Lat: 31.849100, Lng: -110.993600), Route carried "on" structure: Ramp Interstate 19, Year Built: 2010, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,410 (year 2037), Design Load: HL 93, Features Intersected: I-19 E. Frtg Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.199, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2919, Location: 31.7 mi N Jct SR 289 (Lat: 31.849100, Lng: -110.993600), Route carried "on" structure: Ramp Interstate 19, Year Built: 2010, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,410 (year 2037), Design Load: HL 93, Features Intersected: I-19 E. Frtg Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.199, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 471, Location: 29.5 mi S Jct SR 86 (Lat: 31.755956, Lng: -111.040978), Route carried "on" structure: Interstate 19, Year Built: 1951, Year Reconstructed: 1976, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 17,314 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,324 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.917, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2017)
Structure Number: 471, Location: 29.5 mi S Jct SR 86 (Lat: 31.755956, Lng: -111.040978), Route carried "on" structure: Interstate 19, Year Built: 1951, Year Reconstructed: 1976, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 17,314 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,324 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.917, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2017)
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Structure Number: 4711, Location: 28.3 mi S Jct SR 86 (Lat: 31.771500, Lng: -111.032700), Route carried "on" structure: Interstate 19, Year Built: 1951, Year Reconstructed: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,314 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,324 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.849, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 4711, Location: 28.3 mi S Jct SR 86 (Lat: 31.771500, Lng: -111.032700), Route carried "on" structure: Interstate 19, Year Built: 1951, Year Reconstructed: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,314 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,324 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.849, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to 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: 4712, Location: 27.9 mi S Jct SR 86 (Lat: 31.777900, Lng: -111.029300), Route carried "on" structure: Interstate 19, Year Built: 1949, Year Reconstructed: 1976, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 17,314 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,324 (year 2039), Design Load: HS 20, Features Intersected: Escondido Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.589, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 22 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: Good, Culverts: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2017)
Structure Number: 4712, Location: 27.9 mi S Jct SR 86 (Lat: 31.777900, Lng: -111.029300), Route carried "on" structure: Interstate 19, Year Built: 1949, Year Reconstructed: 1976, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 17,314 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,324 (year 2039), Design Load: HS 20, Features Intersected: Escondido Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.589, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 22 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: Good, Culverts: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2017)
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Structure Number: 4714, Location: 25.0 mi S Jct SR 86 (Lat: 31.825000, Lng: -111.013889), Route carried "on" structure: Interstate 19, Year Built: 1953, Year Reconstructed: 1976, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 16,845 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 16,855 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.159, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 22 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: 58.1 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, 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: 4714, Location: 25.0 mi S Jct SR 86 (Lat: 31.825000, Lng: -111.013889), Route carried "on" structure: Interstate 19, Year Built: 1953, Year Reconstructed: 1976, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 16,845 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 16,855 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.159, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 22 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: 58.1 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, 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: 4718, Location: 32.8 mi N Jct SR 289 (Lat: 31.863889, Lng: -110.997222), Route carried "on" structure: Interstate 19, Year Built: 1953, Year Reconstructed: 1976, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 31,297 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 31,307 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.213, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 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: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2017)
Structure Number: 4718, Location: 32.8 mi N Jct SR 289 (Lat: 31.863889, Lng: -110.997222), Route carried "on" structure: Interstate 19, Year Built: 1953, Year Reconstructed: 1976, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 31,297 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 31,307 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.213, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 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: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2017)
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Structure Number: 5777, Location: 32.5 mi N Jct SR 289 (Lat: 31.857600, Lng: -110.992400), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 15,896 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 15,906 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.808, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 5777, Location: 32.5 mi N Jct SR 289 (Lat: 31.857600, Lng: -110.992400), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 15,896 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 15,906 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.808, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 5778, Location: 32.5 mi N Jct SR 289 (Lat: 31.857600, Lng: -110.992800), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 15,896 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 15,906 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.808, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 5778, Location: 32.5 mi N Jct SR 289 (Lat: 31.857600, Lng: -110.992800), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 15,896 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 15,906 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.808, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 5779, Location: 2.4 mi S Jct B 19 (Lat: 31.863300, Lng: -110.991400), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 17,344 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,354 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.806, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 5779, Location: 2.4 mi S Jct B 19 (Lat: 31.863300, Lng: -110.991400), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 17,344 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,354 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.806, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 578, Location: 2.4 mi S Jct B 19 (Lat: 31.863300, Lng: -110.991800), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 17,344 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,354 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.806, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 578, Location: 2.4 mi S Jct B 19 (Lat: 31.863300, Lng: -110.991800), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 17,344 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,354 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.806, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 5781, Location: 1.9 mi S Jct B 19 (Lat: 31.878100, Lng: -110.989200), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 34,688 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 34,698 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.482, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: 5781, Location: 1.9 mi S Jct B 19 (Lat: 31.878100, Lng: -110.989200), Route carried "on" structure: Interstate 19, Year Built: 1969, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 34,688 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 34,698 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.482, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Total Project Cost: $2,000 ( Estimate for 2021)
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Structure Number: 5782, Location: 0.9 mi S Jct B 19 (Lat: 31.892200, Lng: -110.987000), Route carried "on" structure: Interstate 19, Year Built: 1969, Year Reconstructed: 1985, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 17,344 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,354 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.075, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (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: April 2021
Structure Number: 5782, Location: 0.9 mi S Jct B 19 (Lat: 31.892200, Lng: -110.987000), Route carried "on" structure: Interstate 19, Year Built: 1969, Year Reconstructed: 1985, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 17,344 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,354 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.075, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (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: April 2021
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Structure Number: 5783, Location: 0.9 mi S Jct B 19 (Lat: 31.892200, Lng: -110.986700), Route carried "on" structure: Interstate 19, Year Built: 1953, Year Reconstructed: 1969, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 17,344 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,354 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.075, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (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: April 2021
Structure Number: 5783, Location: 0.9 mi S Jct B 19 (Lat: 31.892200, Lng: -110.986700), Route carried "on" structure: Interstate 19, Year Built: 1953, Year Reconstructed: 1969, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 17,344 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,354 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.075, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (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: April 2021
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Structure Number: 6323, Location: 0.4 mi S Jct B 19 (Lat: 31.899600, Lng: -110.985700), Route carried "on" structure: Interstate 19, Year Built: 1971, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 34,687 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 34,697 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 68.928, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
Structure Number: 6323, Location: 0.4 mi S Jct B 19 (Lat: 31.899600, Lng: -110.985700), Route carried "on" structure: Interstate 19, Year Built: 1971, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 34,687 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 34,697 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 68.928, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021)
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Structure Number: 6324, Location: 0.4 mi N Jct B 19 (Lat: 31.916600, Lng: -110.985900), Route carried "on" structure: Interstate 19, Year Built: 1971, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 38,976 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 38,986 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.232, Lanes on structure: 5, 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Total Project Cost: $1,000 ( Estimate for 2021)
Structure Number: 6324, Location: 0.4 mi N Jct B 19 (Lat: 31.916600, Lng: -110.985900), Route carried "on" structure: Interstate 19, Year Built: 1971, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 38,976 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 38,986 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.232, Lanes on structure: 5, 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Total Project Cost: $1,000 ( Estimate for 2021)
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Structure Number: 6601, Location: 30.0 mi N Jct SR 289 (Lat: 31.833333, Lng: -111.000000), Route carried "on" structure: Interstate 19, Year Built: 1976, Year Reconstructed: 2011, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 13,170 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 13,180 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.380, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), 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: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 6601, Location: 30.0 mi N Jct SR 289 (Lat: 31.833333, Lng: -111.000000), Route carried "on" structure: Interstate 19, Year Built: 1976, Year Reconstructed: 2011, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 13,170 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 13,180 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.380, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), 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: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 6602, Location: 30.0 mi N Jct SR 289 (Lat: 31.833333, Lng: -111.002778), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 13,170 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 13,180 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.380, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 30 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: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 6602, Location: 30.0 mi N Jct SR 289 (Lat: 31.833333, Lng: -111.002778), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 13,170 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 13,180 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.380, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 30 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: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 6603, Location: 31.7 mi N Jct SR 289 (Lat: 31.852778, Lng: -111.000000), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 31,297 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 31,307 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.537, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2017)
Structure Number: 6603, Location: 31.7 mi N Jct SR 289 (Lat: 31.852778, Lng: -111.000000), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 31,297 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 31,307 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.537, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2017)
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Structure Number: 6611, Location: 25.4 mi N Jct SR 289 (Lat: 31.766947, Lng: -111.035275), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,314 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,324 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.253, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: 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: 6611, Location: 25.4 mi N Jct SR 289 (Lat: 31.766947, Lng: -111.035275), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,314 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,324 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.253, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: 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: 6612, Location: 26.4 mi N Jct SR 289 (Lat: 31.766667, Lng: -111.033333), Route carried "on" structure: ServiceState highway 19, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,314 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,324 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.285, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 6612, Location: 26.4 mi N Jct SR 289 (Lat: 31.766667, Lng: -111.033333), Route carried "on" structure: ServiceState highway 19, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,314 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,324 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.285, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 6613, Location: 28.3 mi S Jct SR 86 (Lat: 31.772100, Lng: -111.034900), Route carried "on" structure: ServiceState highway 19, Year Built: 1976, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 17,314 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,324 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.833, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 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: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 6613, Location: 28.3 mi S Jct SR 86 (Lat: 31.772100, Lng: -111.034900), Route carried "on" structure: ServiceState highway 19, Year Built: 1976, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 17,314 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 17,324 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.833, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 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: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 6614, Location: 27.9 mi N Jct SR 289 (Lat: 31.800000, Lng: -111.016667), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 26,340 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 26,350 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.309, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: 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: 6614, Location: 27.9 mi N Jct SR 289 (Lat: 31.800000, Lng: -111.016667), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 26,340 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 26,350 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.309, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: 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: 6839, Location: 24.4 mi S Jct SR 86 (Lat: 31.825000, Lng: -111.008333), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 26,340 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 26,350 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.996, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
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, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 6839, Location: 24.4 mi S Jct SR 86 (Lat: 31.825000, Lng: -111.008333), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 26,340 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 26,350 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.996, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
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, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 684, Location: 24.4 mi S Jct SR 86 (Lat: 31.825000, Lng: -111.008333), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20,000 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 20,010 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.077, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2017
Structure Number: 684, Location: 24.4 mi S Jct SR 86 (Lat: 31.825000, Lng: -111.008333), Route carried "on" structure: Interstate 19, Year Built: 1976, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20,000 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 20,010 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.077, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2017
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Structure Number: 7765, Location: 0.1 mi S of Whthouse Cnyn (Lat: 31.845117, Lng: -110.968886), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2012), Average Future Daily Traffic: 210 (year 2032), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Camino De La Canoa
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Good, 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: December 2019
Structure Number: 7765, Location: 0.1 mi S of Whthouse Cnyn (Lat: 31.845117, Lng: -110.968886), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2012), Average Future Daily Traffic: 210 (year 2032), Design Load: HS 20, Features Intersected: Small Wash, Facility Carried by Structure: Camino De La Canoa
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Good, 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: December 2019
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Structure Number: 7766, Location: 2.3 mi S of Whthouse Cnyn (Lat: 31.821806, Lng: -110.984372), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2032), Design Load: HS 20, Features Intersected: Medium Wash, Facility Carried by Structure: Camino De La Canoa
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 93.4 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
Structure Number: 7766, Location: 2.3 mi S of Whthouse Cnyn (Lat: 31.821806, Lng: -110.984372), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2032), Design Load: HS 20, Features Intersected: Medium Wash, Facility Carried by Structure: Camino De La Canoa
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 93.4 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
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Structure Number: 8307, Location: 0.9 mi N Esperanza Blvd (Lat: 31.878078, Lng: -110.987950), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,500 (year 2012), Average Future Daily Traffic: 3,510 (year 2032), Design Load: H 20, Features Intersected: Small Wash, Facility Carried by Structure: Abrego Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.0m (59.1ft)
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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 8307, Location: 0.9 mi N Esperanza Blvd (Lat: 31.878078, Lng: -110.987950), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,500 (year 2012), Average Future Daily Traffic: 3,510 (year 2032), Design Load: H 20, Features Intersected: Small Wash, Facility Carried by Structure: Abrego Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.0m (59.1ft)
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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019