Bridge Statistics for Benson, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 51930-1939
- 71940-1949
- 41950-1959
- 201960-1969
- 91970-1979
- 41980-1989
- 12000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 01980-1989
- 81990-1999
- 132000-2009
- 22010-2019
- Bridge Condition - Deck
- 8.3%Very good
- 50.0%Good
- 25.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 16.7%Very good
- 83.3%Good
- Bridge Condition - Channel
- 60.5%Good
- 26.3%Satisfactory
- 13.2%Fair
- Bridge Condition - Culverts
- 70.6%Good
- 23.5%Satisfactory
- 5.9%Fair
Find on map >> Show street view
Structure Number: 1346, Location: 1.5 mi E Jct SR 90 (Lat: 31.973000, Lng: -110.323700), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 13,325 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 22,934 (year 2039), Design Load: HS 20, Features Intersected: SR B 10 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.015, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1346, Location: 1.5 mi E Jct SR 90 (Lat: 31.973000, Lng: -110.323700), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 13,325 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 22,934 (year 2039), Design Load: HS 20, Features Intersected: SR B 10 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.015, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1348, Location: 1.9 mi E Jct SR 90 (Lat: 31.975900, Lng: -110.316900), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 17,705 (year 2019), Truck Traffic: 35%, Average Future Daily Traffic: 28,622 (year 2039), Design Load: HS 20, Features Intersected: Benson SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.691, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1348, Location: 1.9 mi E Jct SR 90 (Lat: 31.975900, Lng: -110.316900), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 17,705 (year 2019), Truck Traffic: 35%, Average Future Daily Traffic: 28,622 (year 2039), Design Load: HS 20, Features Intersected: Benson SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.691, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 153, Location: 4.4 mi E Jct SR 90 (Lat: 31.968700, Lng: -110.279700), Route carried "on" structure: Interstate 10, Year Built: 1971, Year Reconstructed: 2016, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 8,036 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 8,046 (year 2038), Design Load: HS 20, Features Intersected: San Pedro River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 493.666, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 153, Location: 4.4 mi E Jct SR 90 (Lat: 31.968700, Lng: -110.279700), Route carried "on" structure: Interstate 10, Year Built: 1971, Year Reconstructed: 2016, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 8,036 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 8,046 (year 2038), Design Load: HS 20, Features Intersected: San Pedro River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 493.666, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1531, Location: 4.4 mi E Jct SR 90 (Lat: 31.969000, Lng: -110.279600), Route carried "on" structure: Interstate 10, Year Built: 1971, Year Reconstructed: 2016, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 9,661 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,671 (year 2038), Design Load: HS 20, Features Intersected: San Pedro River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 493.666, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.3 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1531, Location: 4.4 mi E Jct SR 90 (Lat: 31.969000, Lng: -110.279600), Route carried "on" structure: Interstate 10, Year Built: 1971, Year Reconstructed: 2016, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 9,661 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 9,671 (year 2038), Design Load: HS 20, Features Intersected: San Pedro River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 493.666, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.3 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1604, Location: 7.4 mi E Jct Rt 90 (Lat: 31.978000, Lng: -110.226200), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 8,291 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 13,362 (year 2039), Design Load: HS 20, Features Intersected: Adams Peak Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 498.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1604, Location: 7.4 mi E Jct Rt 90 (Lat: 31.978000, Lng: -110.226200), Route carried "on" structure: Interstate 10, Year Built: 1972, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 8,291 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 13,362 (year 2039), Design Load: HS 20, Features Intersected: Adams Peak Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 498.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1673, Location: 4.7 mi E Jct SR 90 (Lat: 31.966300, Lng: -110.273800), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 8,251 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 8,261 (year 2039), Design Load: HS 20, Features Intersected: Pomerene Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 494.230, 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: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1673, Location: 4.7 mi E Jct SR 90 (Lat: 31.966300, Lng: -110.273800), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 8,251 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 8,261 (year 2039), Design Load: HS 20, Features Intersected: Pomerene Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 494.230, 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: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1674, Location: 4.7 mi E Jct SR 90 (Lat: 31.966600, Lng: -110.273700), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 8,291 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 8,301 (year 2039), Design Load: HS 20, Features Intersected: Pomerene Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 494.230, 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: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1674, Location: 4.7 mi E Jct SR 90 (Lat: 31.966600, Lng: -110.273700), Route carried "on" structure: Interstate 10, Year Built: 1974, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 8,291 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 8,301 (year 2039), Design Load: HS 20, Features Intersected: Pomerene Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 494.230, 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: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2044, Location: 2.5 mi E Jct SR 90 (Lat: 31.978400, Lng: -110.307300), Route carried "on" structure: Interstate 10, Year Built: 1987, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 7,725 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 7,735 (year 2039), Design Load: HS 20, Features Intersected: Ocotillo Rd
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 490.705, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2044, Location: 2.5 mi E Jct SR 90 (Lat: 31.978400, Lng: -110.307300), Route carried "on" structure: Interstate 10, Year Built: 1987, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 7,725 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 7,735 (year 2039), Design Load: HS 20, Features Intersected: Ocotillo Rd
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 490.705, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2045, Location: 2.5 mi E Jct SR 90 (Lat: 31.978700, Lng: -110.307300), Route carried "on" structure: Interstate 10, Year Built: 1987, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 8,853 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 8,863 (year 2039), Design Load: HS 20, Features Intersected: Ocotillo Rd
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 490.705, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2045, Location: 2.5 mi E Jct SR 90 (Lat: 31.978700, Lng: -110.307300), Route carried "on" structure: Interstate 10, Year Built: 1987, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 8,853 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 8,863 (year 2039), Design Load: HS 20, Features Intersected: Ocotillo Rd
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 490.705, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2558, Location: 10.3 mi S Jct I-10 (Lat: 31.816800, Lng: -110.347200), Route carried "on" structure: State highway 90, Year Built: 2001, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 5,036 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 7,437 (year 2039), Design Load: HS 20, Features Intersected: Middle Canyon Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 482.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2558, Location: 10.3 mi S Jct I-10 (Lat: 31.816800, Lng: -110.347200), Route carried "on" structure: State highway 90, Year Built: 2001, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 5,036 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 7,437 (year 2039), Design Load: HS 20, Features Intersected: Middle Canyon Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 482.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 2893, Location: Jct SR 90 (Lat: 31.964167, Lng: -110.347222), Route carried "on" structure: Interstate 10, Year Built: 2013, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 13,942 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 22,934 (year 2039), Design Load: HS 20, Features Intersected: SR 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 486.633, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 83.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2893, Location: Jct SR 90 (Lat: 31.964167, Lng: -110.347222), Route carried "on" structure: Interstate 10, Year Built: 2013, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 13,942 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 22,934 (year 2039), Design Load: HS 20, Features Intersected: SR 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 486.633, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 83.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 2894, Location: Jct SR 90 (Lat: 31.964994, Lng: -110.346511), Route carried "on" structure: Interstate 10, Year Built: 2013, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 13,942 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 22,934 (year 2039), Design Load: HS 20, Features Intersected: SR 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 486.633, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.2 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2894, Location: Jct SR 90 (Lat: 31.964994, Lng: -110.346511), Route carried "on" structure: Interstate 10, Year Built: 2013, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 13,942 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 22,934 (year 2039), Design Load: HS 20, Features Intersected: SR 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 486.633, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.2 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 4461, Location: 0.7 mi S Jct SR B10 (Lat: 31.958900, Lng: -110.287400), Route carried "on" structure: State highway 80, Year Built: 1941, Year Reconstructed: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 187,197 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 268,536 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 473.099, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 4461, Location: 0.7 mi S Jct SR B10 (Lat: 31.958900, Lng: -110.287400), Route carried "on" structure: State highway 80, Year Built: 1941, Year Reconstructed: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 187,197 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 268,536 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 473.099, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Total Project Cost: $1,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 4462, Location: 0.8 mi S Jct SR B 10 (Lat: 31.956900, Lng: -110.286700), Route carried "on" structure: State highway 80, Year Built: 1941, Year Reconstructed: 2005, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 187,197 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 205,384 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 473.308, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: March 2020, Total Project Cost: $1,000 ( Estimate for 2016)
Structure Number: 4462, Location: 0.8 mi S Jct SR B 10 (Lat: 31.956900, Lng: -110.286700), Route carried "on" structure: State highway 80, Year Built: 1941, Year Reconstructed: 2005, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 187,197 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 205,384 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 473.308, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: March 2020, Total Project Cost: $1,000 ( Estimate for 2016)
Find on map >> Show street view
Structure Number: 4463, Location: 0.9 mi S Jct SR B 10 (Lat: 31.955600, Lng: -110.286300), Route carried "on" structure: State highway 80, Year Built: 1941, Year Reconstructed: 2005, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 187,197 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 268,536 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 473.650, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 4463, Location: 0.9 mi S Jct SR B 10 (Lat: 31.955600, Lng: -110.286300), Route carried "on" structure: State highway 80, Year Built: 1941, Year Reconstructed: 2005, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 187,197 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 268,536 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 473.650, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 4464, Location: 1.1 mi S Jct SR B 10 (Lat: 31.953300, Lng: -110.286000), Route carried "on" structure: State highway 80, Year Built: 1941, Year Reconstructed: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 187,197 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 268,536 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 473.694, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4464, Location: 1.1 mi S Jct SR B 10 (Lat: 31.953300, Lng: -110.286000), Route carried "on" structure: State highway 80, Year Built: 1941, Year Reconstructed: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 187,197 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 268,536 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 473.694, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 28.9m (94.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4465, Location: 1.3 mi S Jct SR B 10 (Lat: 31.950200, Lng: -110.286000), Route carried "on" structure: State highway 80, Year Built: 1930, Year Reconstructed: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,030 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 8,040 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 474.032, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 4465, Location: 1.3 mi S Jct SR B 10 (Lat: 31.950200, Lng: -110.286000), Route carried "on" structure: State highway 80, Year Built: 1930, Year Reconstructed: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,030 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 8,040 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 474.032, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 4466, Location: 1.6 mi S Jct SR B 10 (Lat: 31.945500, Lng: -110.286000), Route carried "on" structure: State highway 80, Year Built: 1930, Year Reconstructed: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 187,197 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 187,207 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 474.547, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4466, Location: 1.6 mi S Jct SR B 10 (Lat: 31.945500, Lng: -110.286000), Route carried "on" structure: State highway 80, Year Built: 1930, Year Reconstructed: 2005, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 187,197 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 187,207 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 474.547, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4467, Location: 2.1 mi S Jct SR B 10 (Lat: 31.938100, Lng: -110.285900), Route carried "on" structure: State highway 80, Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 162,779 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 162,789 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 475.400, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 4467, Location: 2.1 mi S Jct SR B 10 (Lat: 31.938100, Lng: -110.285900), Route carried "on" structure: State highway 80, Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 162,779 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 162,789 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 475.400, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 4468, Location: 2.3 mi S Jct SR B 10 (Lat: 31.934600, Lng: -110.285300), Route carried "on" structure: State highway 80, Year Built: 1959, Year Reconstructed: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 162,779 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 162,789 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 475.786, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4468, Location: 2.3 mi S Jct SR B 10 (Lat: 31.934600, Lng: -110.285300), Route carried "on" structure: State highway 80, Year Built: 1959, Year Reconstructed: 2005, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 162,779 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 162,789 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 475.786, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4469, Location: 2.9 mi S Jct SR B 10 (Lat: 31.928600, Lng: -110.278900), Route carried "on" structure: State highway 80, Year Built: 1930, Year Reconstructed: 2005, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 113,176 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 113,186 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 476.688, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 27.1m (88.9ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4469, Location: 2.9 mi S Jct SR B 10 (Lat: 31.928600, Lng: -110.278900), Route carried "on" structure: State highway 80, Year Built: 1930, Year Reconstructed: 2005, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 113,176 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 113,186 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 476.688, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 26.5m (86.9ft), Out-to-Out Width: 27.1m (88.9ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 447, Location: 3.4 mi S Jct SR B 10 (Lat: 31.923700, Lng: -110.272100), Route carried "on" structure: State highway 80, Year Built: 1930, Year Reconstructed: 2005, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 113,176 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 113,186 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 477.525, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 63.5 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: March 2020
Structure Number: 447, Location: 3.4 mi S Jct SR B 10 (Lat: 31.923700, Lng: -110.272100), Route carried "on" structure: State highway 80, Year Built: 1930, Year Reconstructed: 2005, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 113,176 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 113,186 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 477.525, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 63.5 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: March 2020
Find on map >> Show street view
Structure Number: 4471, Location: 3.5 mi S Jct SR B 10 (Lat: 31.922700, Lng: -110.270800), Route carried "on" structure: State highway 80, Year Built: 1959, Year Reconstructed: 2005, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 113,176 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 113,186 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 477.702, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 4471, Location: 3.5 mi S Jct SR B 10 (Lat: 31.922700, Lng: -110.270800), Route carried "on" structure: State highway 80, Year Built: 1959, Year Reconstructed: 2005, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 113,176 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 113,186 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 477.702, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 4846, Location: 0.2 mi S Jct I-10 (Lat: 31.961000, Lng: -110.345100), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 466.580, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 3 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 4846, Location: 0.2 mi S Jct I-10 (Lat: 31.961000, Lng: -110.345100), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 466.580, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 3 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 4847, Location: 1.8 mi S Jct I-10 (Lat: 31.938700, Lng: -110.341100), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 469.170, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 4847, Location: 1.8 mi S Jct I-10 (Lat: 31.938700, Lng: -110.341100), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 469.170, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 4849, Location: 3.3 mi S Jct I-10 (Lat: 31.916700, Lng: -110.341200), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 471.600, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 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: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 4849, Location: 3.3 mi S Jct I-10 (Lat: 31.916700, Lng: -110.341200), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 471.600, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 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: 75.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 485, Location: 4.3 mi S Jct I-10 (Lat: 31.902800, Lng: -110.341200), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 473.130, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 485, Location: 4.3 mi S Jct I-10 (Lat: 31.902800, Lng: -110.341200), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 473.130, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 4851, Location: 6.5 mi S Jct I-10 (Lat: 31.870000, Lng: -110.341100), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 476.790, Lanes on structure: 5, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 4851, Location: 6.5 mi S Jct I-10 (Lat: 31.870000, Lng: -110.341100), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 476.790, Lanes on structure: 5, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 4852, Location: 7.0 mi S Jct I-10 (Lat: 31.863300, Lng: -110.341100), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 477.560, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 4852, Location: 7.0 mi S Jct I-10 (Lat: 31.863300, Lng: -110.341100), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 477.560, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 4853, Location: 8.6 mi S Jct I-10 (Lat: 31.840600, Lng: -110.342500), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 480.050, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 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, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 4853, Location: 8.6 mi S Jct I-10 (Lat: 31.840600, Lng: -110.342500), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,830 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 8,840 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 480.050, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 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, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 4854, Location: 9.2 mi S Jct I-10 (Lat: 31.831900, Lng: -110.344300), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 9,461 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,471 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 481.040, 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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 4854, Location: 9.2 mi S Jct I-10 (Lat: 31.831900, Lng: -110.344300), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 9,461 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,471 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 481.040, 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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 4855, Location: 12.1 mi S Jct I-10 (Lat: 31.790500, Lng: -110.350100), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 2000, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 9,461 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,471 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 485.690, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 4855, Location: 12.1 mi S Jct I-10 (Lat: 31.790500, Lng: -110.350100), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 2000, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 9,461 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,471 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 485.690, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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: 2.13m (6.99ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 4856, Location: 13.1 mi S Jct I-10 (Lat: 31.775900, Lng: -110.350100), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 2000, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 9,461 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,471 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 487.310, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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: 1.89m (6.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Structure Number: 4856, Location: 13.1 mi S Jct I-10 (Lat: 31.775900, Lng: -110.350100), Route carried "on" structure: State highway 90, Year Built: 1962, Year Reconstructed: 2000, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 9,461 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,471 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 487.310, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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: 1.89m (6.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Total Project Cost: $1,000 ( Estimate for 2018)
Find on map >> Show street view
Structure Number: 522, Location: 0.4 mi E Jct I-10 (Lat: 31.971222, Lng: -110.318403), Route carried "on" structure: Business State highway 10, Year Built: 1968, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 8,758 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 8,768 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.482, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 522, Location: 0.4 mi E Jct I-10 (Lat: 31.971222, Lng: -110.318403), Route carried "on" structure: Business State highway 10, Year Built: 1968, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 8,758 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 8,768 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.482, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Find on map >> Show street view
Structure Number: 5221, Location: 1.3 mi E Jct I-10 (Lat: 31.969625, Lng: -110.303017), Route carried "on" structure: Business State highway 10, Year Built: 1950, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 14,057 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,067 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 490.882, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 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, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 5221, Location: 1.3 mi E Jct I-10 (Lat: 31.969625, Lng: -110.303017), Route carried "on" structure: Business State highway 10, Year Built: 1950, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 14,057 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,067 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 490.882, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 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, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Find on map >> Show street view
Structure Number: 5444, Location: 1.0 mi South Jct SR 187 (Lat: 32.993250, Lng: -111.745111), Route carried "on" structure: Interstate 10, Year Built: 1967, Year Reconstructed: 1975, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 42,223 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 42,233 (year 2037), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.708, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000
Structure Number: 5444, Location: 1.0 mi South Jct SR 187 (Lat: 32.993250, Lng: -111.745111), Route carried "on" structure: Interstate 10, Year Built: 1967, Year Reconstructed: 1975, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 42,223 (year 2017), Truck Traffic: 19%, Average Future Daily Traffic: 42,233 (year 2037), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.708, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000
Find on map >> Show street view
Structure Number: 5573, Location: 33.5 mi E Jct SR B-10 (Lat: 31.963178, Lng: -110.376806), Route carried "on" structure: Interstate 10, Year Built: 1942, Year Reconstructed: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 29,979 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 29,989 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 483.721, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Total Project Cost: $1,000 ( Estimate for 2020)
Structure Number: 5573, Location: 33.5 mi E Jct SR B-10 (Lat: 31.963178, Lng: -110.376806), Route carried "on" structure: Interstate 10, Year Built: 1942, Year Reconstructed: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 29,979 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 29,989 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 483.721, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Total Project Cost: $1,000 ( Estimate for 2020)
Find on map >> Show street view
Structure Number: 5577, Location: 0.3 mi E Jct SR 90 (Lat: 31.965889, Lng: -110.341353), Route carried "on" structure: Interstate 10, Year Built: 1931, Year Reconstructed: 2012, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 25,800 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 25,810 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 487.197, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), 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: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 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: 2.41m (7.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
Structure Number: 5577, Location: 0.3 mi E Jct SR 90 (Lat: 31.965889, Lng: -110.341353), Route carried "on" structure: Interstate 10, Year Built: 1931, Year Reconstructed: 2012, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 25,800 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 25,810 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 487.197, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), 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: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 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: 2.41m (7.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
Find on map >> Show street view
Structure Number: 6144, Location: 0.9 mi W Jct SR 90 (Lat: 31.962364, Lng: -110.361064), Route carried "on" structure: ServiceState highway 10, Year Built: 1967, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 485.201, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6144, Location: 0.9 mi W Jct SR 90 (Lat: 31.962364, Lng: -110.361064), Route carried "on" structure: ServiceState highway 10, Year Built: 1967, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 485.201, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 6233, Location: 3.2 mi E Jct SR 90 (Lat: 31.978342, Lng: -110.296125), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 16,558 (year 2018), Truck Traffic: 37%, Average Future Daily Traffic: 16,568 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 491.735, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 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: 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: 3.57m (11.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,000, Total Project Cost: $3,000 ( Estimate for 2020)
Structure Number: 6233, Location: 3.2 mi E Jct SR 90 (Lat: 31.978342, Lng: -110.296125), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 16,558 (year 2018), Truck Traffic: 37%, Average Future Daily Traffic: 16,568 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 491.735, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 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: 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: 3.57m (11.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,000, Total Project Cost: $3,000 ( Estimate for 2020)
Find on map >> Show street view
Structure Number: 6568, Location: 4.7 mi E Jct SR 90 (Lat: 31.967600, Lng: -110.273114), Route carried "on" structure: ServiceState highway , Year Built: 1974, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,210 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Access Rd to I 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 494.230, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 6568, Location: 4.7 mi E Jct SR 90 (Lat: 31.967600, Lng: -110.273114), Route carried "on" structure: ServiceState highway , Year Built: 1974, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,210 (year 2040), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Access Rd to I 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 494.230, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 7013, Location: 2.4 mi E Jct SR 90 (Lat: 31.978364, Lng: -110.309467), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 17,139 (year 2018), Truck Traffic: 35%, Average Future Daily Traffic: 17,149 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 490.496, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Total Project Cost: $2,000 ( Estimate for 2020)
Structure Number: 7013, Location: 2.4 mi E Jct SR 90 (Lat: 31.978364, Lng: -110.309467), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 17,139 (year 2018), Truck Traffic: 35%, Average Future Daily Traffic: 17,149 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 490.496, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Total Project Cost: $2,000 ( Estimate for 2020)
Find on map >> Show street view
Structure Number: 7252, Location: 0.7 mi W Jct SR 90 (Lat: 31.963300, Lng: -110.358758), Route carried "on" structure: Interstate 10, Year Built: 2012, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 29,979 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 29,989 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 485.459, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 7252, Location: 0.7 mi W Jct SR 90 (Lat: 31.963300, Lng: -110.358758), Route carried "on" structure: Interstate 10, Year Built: 2012, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 29,979 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 29,989 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 485.459, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 7577, Location: 1.8 mi N Jct I-10 (Lat: 31.992464, Lng: -110.273108), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,050 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,060 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Pomerene Road
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: 7577, Location: 1.8 mi N Jct I-10 (Lat: 31.992464, Lng: -110.273108), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,050 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,060 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Pomerene Road
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Find on map >> Show street view
Structure Number: 9797, Location: 2.5 mi N Jct I-10 (Lat: 31.999725, Lng: -110.279258), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,050 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,060 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Pomerene Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 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: 57.2 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: Febuary 2021
Structure Number: 9797, Location: 2.5 mi N Jct I-10 (Lat: 31.999725, Lng: -110.279258), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,050 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,060 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Pomerene Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 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: 57.2 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: Febuary 2021
Find on map >> Show street view
Structure Number: 10944, Location: 0.1 mi W Jct SR 90 (Lat: 31.968094, Lng: -110.349753), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 500 (year 2021), Average Future Daily Traffic: 510 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Dark Star Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 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: May 2021
Structure Number: 10944, Location: 0.1 mi W Jct SR 90 (Lat: 31.968094, Lng: -110.349753), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 500 (year 2021), Average Future Daily Traffic: 510 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Dark Star Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 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: May 2021