Bridge Statistics for Sedona, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 262ft / 80.3mTotal length
- $3,000Total costs
- 94,543Total average daily traffic
- 6,609Total average daily truck traffic
- 115,491Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sedona
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11960-1969
- 11970-1979
- 21980-1989
- 121990-1999
- 42000-2009
- 22010-2019
- Bridge Condition - Deck
- 53.8%Good
- 30.8%Satisfactory
- 15.4%Fair
- Bridge Condition - Superstructure
- 15.4%Very good
- 69.2%Good
- 15.4%Satisfactory
- Bridge Condition - Substructure
- 23.1%Very good
- 46.2%Good
- 30.8%Satisfactory
- Bridge Condition - Channel
- 30.4%Very good
- 56.5%Good
- 13.0%Satisfactory
- Bridge Condition - Culverts
- 20.0%Very good
- 80.0%Good
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Structure Number: 232, Location: 1.6 mi E of Jct SR179 (Lat: 34.885100, Lng: -111.742900), Route carried "on" structure: Alternate State highway 89, Year Built: 1938, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 3,737 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 11,190 (year 2040), Design Load: H 15, Features Intersected: Midgely/Wilson Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 605.178, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 73.2m (240.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.47m (40.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 232, Location: 1.6 mi E of Jct SR179 (Lat: 34.885100, Lng: -111.742900), Route carried "on" structure: Alternate State highway 89, Year Built: 1938, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 3,737 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 11,190 (year 2040), Design Load: H 15, Features Intersected: Midgely/Wilson Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 605.178, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 73.2m (240.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.47m (40.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 658, Location: 33.4 mi E Jct US 191 (Lat: 32.234300, Lng: -109.078400), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 6,113 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 6,123 (year 2038), Design Load: HS 20, Features Intersected: Island Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 626.646, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 658, Location: 33.4 mi E Jct US 191 (Lat: 32.234300, Lng: -109.078400), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 6,113 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 6,123 (year 2038), Design Load: HS 20, Features Intersected: Island Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 626.646, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2054, Location: 7.7 m S Jct SR 179 (Lat: 34.838800, Lng: -111.881300), Route carried "on" structure: Alternate State highway 89, Year Built: 1990, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 6,830 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 6,840 (year 2039), Design Load: HS 20, Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 590.130, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2054, Location: 7.7 m S Jct SR 179 (Lat: 34.838800, Lng: -111.881300), Route carried "on" structure: Alternate State highway 89, Year Built: 1990, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 6,830 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 6,840 (year 2039), Design Load: HS 20, Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 590.130, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2534, Location: 7.7 m S Jct SR 179 (Lat: 34.839000, Lng: -111.881200), Route carried "on" structure: Alternate State highway 89, Year Built: 2003, Status: Open, Structure Length: 14.48m (47.51ft), Average Daily Traffic: 6,662 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 6,672 (year 2039), Design Load: HS 20, Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 589.664, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2534, Location: 7.7 m S Jct SR 179 (Lat: 34.839000, Lng: -111.881200), Route carried "on" structure: Alternate State highway 89, Year Built: 2003, Status: Open, Structure Length: 14.48m (47.51ft), Average Daily Traffic: 6,662 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 6,672 (year 2039), Design Load: HS 20, Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 589.664, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2848, Location: 4.2 mi S of SR 89 A (Lat: 34.819333, Lng: -111.774056), Route carried "on" structure: State highway 179, Year Built: 2008, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 13,077 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 13,087 (year 2039), Design Load: HS 20, Features Intersected: Oak Creek/HT Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 497.786, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.7 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2848, Location: 4.2 mi S of SR 89 A (Lat: 34.819333, Lng: -111.774056), Route carried "on" structure: State highway 179, Year Built: 2008, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 13,077 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 13,087 (year 2039), Design Load: HS 20, Features Intersected: Oak Creek/HT Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 497.786, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.7 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2849, Location: 4.6 mi S of SR 89A (Lat: 34.814694, Lng: -111.769097), Route carried "on" structure: State highway 179, Year Built: 2008, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 13,077 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 13,087 (year 2039), Design Load: HS 20, Features Intersected: Oak Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 497.110, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 78.9 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2849, Location: 4.6 mi S of SR 89A (Lat: 34.814694, Lng: -111.769097), Route carried "on" structure: State highway 179, Year Built: 2008, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 13,077 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 13,087 (year 2039), Design Load: HS 20, Features Intersected: Oak Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 497.110, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 78.9 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 658, Location: 0.2 mi W of Jct SR 179 (Lat: 34.867000, Lng: -111.768400), Route carried "on" structure: Alternate State highway 89, Year Built: 1974, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 17,707 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 30,992 (year 2036), Design Load: HS 20, Features Intersected: Soldier Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 602.030, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2021)
Structure Number: 658, Location: 0.2 mi W of Jct SR 179 (Lat: 34.867000, Lng: -111.768400), Route carried "on" structure: Alternate State highway 89, Year Built: 1974, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 17,707 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 30,992 (year 2036), Design Load: HS 20, Features Intersected: Soldier Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 602.030, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2021)
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Structure Number: 6775, Location: 13.4 mi N Jct I-17 (Lat: 34.852736, Lng: -111.764511), Route carried "on" structure: State highway 179, Year Built: 1986, Year Reconstructed: 2008, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 13,108 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 13,118 (year 2039), Design Load: HS 20, Features Intersected: Morgans Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 502.759, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 1 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: 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: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
Structure Number: 6775, Location: 13.4 mi N Jct I-17 (Lat: 34.852736, Lng: -111.764511), Route carried "on" structure: State highway 179, Year Built: 1986, Year Reconstructed: 2008, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 13,108 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 13,118 (year 2039), Design Load: HS 20, Features Intersected: Morgans Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 502.759, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 1 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: 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: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
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Structure Number: 7726, Location: 0.3 mi E Jct Rd Rock Loop (Lat: 34.832800, Lng: -111.808500), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,259 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,269 (year 2041), Design Load: HS 20, Features Intersected: Carroll Canyon, Facility Carried by Structure: Chavez Ranch Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7726, Location: 0.3 mi E Jct Rd Rock Loop (Lat: 34.832800, Lng: -111.808500), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,259 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,269 (year 2041), Design Load: HS 20, Features Intersected: Carroll Canyon, Facility Carried by Structure: Chavez Ranch Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10346, Location: 0.5 mile south of SR 89A (Lat: 34.858800, Lng: -111.813100), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 510 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: El Camino Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 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: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 10346, Location: 0.5 mile south of SR 89A (Lat: 34.858800, Lng: -111.813100), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 510 (year 2041), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: El Camino Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 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: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 10347, Location: 0.5 miles south of SR89A (Lat: 34.859400, Lng: -111.799800), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 2,510 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Shelby Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 10347, Location: 0.5 miles south of SR89A (Lat: 34.859400, Lng: -111.799800), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 2,510 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Shelby Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 10348, Location: 0.4 mile south of SR 89A (Lat: 34.858567, Lng: -111.799692), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 600 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 610 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Monte Verde Dr. S.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10348, Location: 0.4 mile south of SR 89A (Lat: 34.858567, Lng: -111.799692), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 600 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 610 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Monte Verde Dr. S.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10352, Location: 1.0 mile north of SR 89A (Lat: 34.880917, Lng: -111.763917), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Park Ridge Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10352, Location: 1.0 mile north of SR 89A (Lat: 34.880917, Lng: -111.763917), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Park Ridge Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10353, Location: 0.5 mile north of SR 89A (Lat: 34.878556, Lng: -111.761056), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Jordan Road
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 57.2 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10353, Location: 0.5 mile north of SR 89A (Lat: 34.878556, Lng: -111.761056), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2037), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Jordan Road
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 57.2 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10354, Location: 0.75 mile east of SR 179 (Lat: 34.835136, Lng: -111.773328), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 110 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Acacia Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10354, Location: 0.75 mile east of SR 179 (Lat: 34.835136, Lng: -111.773328), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 110 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Acacia Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10355, Location: 0.25 mile east of SR 179 (Lat: 34.838100, Lng: -111.776000), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 230 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Acacia Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 85.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 10355, Location: 0.25 mile east of SR 179 (Lat: 34.838100, Lng: -111.776000), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 230 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2039), Design Load: HS 20, Features Intersected: Wash, Facility Carried by Structure: Acacia Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 85.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 10718, Location: 0.3 mi N Boynton Pass Rd (Lat: 34.909778, Lng: -111.849889), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 561 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 571 (year 2039), Design Load: HS 20, Features Intersected: Boynton Canyon Wash, Facility Carried by Structure: Boynton Canyon Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
Structure Number: 10718, Location: 0.3 mi N Boynton Pass Rd (Lat: 34.909778, Lng: -111.849889), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 561 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 571 (year 2039), Design Load: HS 20, Features Intersected: Boynton Canyon Wash, Facility Carried by Structure: Boynton Canyon Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
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Structure Number: 10719, Location: 1.3 mi W of Dry Creek Rd (Lat: 34.903667, Lng: -111.846417), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,064 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 1,074 (year 2039), Design Load: HS 20, Features Intersected: Boynton Canyon Wash, Facility Carried by Structure: Boynton Canyon Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
Structure Number: 10719, Location: 1.3 mi W of Dry Creek Rd (Lat: 34.903667, Lng: -111.846417), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,064 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 1,074 (year 2039), Design Load: HS 20, Features Intersected: Boynton Canyon Wash, Facility Carried by Structure: Boynton Canyon Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
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Structure Number: 1072, Location: 200' S Jct Yellow Sky Way (Lat: 34.845000, Lng: -111.872100), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 20, Features Intersected: Dry Creek, Facility Carried by Structure: Sunset Hills Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1072, Location: 200' S Jct Yellow Sky Way (Lat: 34.845000, Lng: -111.872100), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 20, Features Intersected: Dry Creek, Facility Carried by Structure: Sunset Hills Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10721, Location: 0.7 mi N Boyton Pass Rd (Lat: 34.906700, Lng: -111.824200), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 510 (year 2039), Design Load: HS 20, Features Intersected: Long Canyon Wash, Facility Carried by Structure: Long Canyon Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.0 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10721, Location: 0.7 mi N Boyton Pass Rd (Lat: 34.906700, Lng: -111.824200), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 510 (year 2039), Design Load: HS 20, Features Intersected: Long Canyon Wash, Facility Carried by Structure: Long Canyon Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.0 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10731, Location: 2.8 mi N Jct 89A (Lat: 34.898100, Lng: -111.828500), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 2,208 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,218 (year 2041), Design Load: HS 20, Features Intersected: Dry Creek, Facility Carried by Structure: Dry Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 72.6 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10731, Location: 2.8 mi N Jct 89A (Lat: 34.898100, Lng: -111.828500), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 2,208 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,218 (year 2041), Design Load: HS 20, Features Intersected: Dry Creek, Facility Carried by Structure: Dry Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 72.6 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11565, Location: 0.3 mi S of SR 89A (Lat: 34.864200, Lng: -111.765200), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 2,010 (year 2037), Design Load: HL 93, Features Intersected: Soldier Wash, Facility Carried by Structure: Brewer Rd
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11565, Location: 0.3 mi S of SR 89A (Lat: 34.864200, Lng: -111.765200), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 2,010 (year 2037), Design Load: HL 93, Features Intersected: Soldier Wash, Facility Carried by Structure: Brewer Rd
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11566, Location: 250 ft S of SR 179 (Lat: 34.862300, Lng: -111.764100), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 2,010 (year 2037), Design Load: HL 93, Features Intersected: Soldier Wash, Facility Carried by Structure: Portal Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11566, Location: 250 ft S of SR 179 (Lat: 34.862300, Lng: -111.764100), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 2,010 (year 2037), Design Load: HL 93, Features Intersected: Soldier Wash, Facility Carried by Structure: Portal Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous