Bridge Statistics for Catalina, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 157ft / 47.6mTotal length
- $6,000Total costs
- 92,338Total average daily traffic
- 18,903Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Catalina
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 41960-1969
- 11970-1979
- 21980-1989
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- Bridge Condition - Channel
- 62.5%Good
- 37.5%Satisfactory
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 645, Location: 1.1 mi E Jct SR 186 (Lat: 32.006800, Lng: -109.421600), Route carried "on" structure: State highway 181, Year Built: 1961, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 234 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 244 (year 2039), Design Load: HS 20, Features Intersected: Pinery Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.101, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, 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: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 645, Location: 1.1 mi E Jct SR 186 (Lat: 32.006800, Lng: -109.421600), Route carried "on" structure: State highway 181, Year Built: 1961, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 234 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 244 (year 2039), Design Load: HS 20, Features Intersected: Pinery Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.101, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, 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: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 851, Location: 14.6 mi E Jct SR 87 (Lat: 34.965000, Lng: -110.407800), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 12,633 (year 2021), Truck Traffic: 41%, Average Future Daily Traffic: 12,645 (year 2041), Design Load: HS 20, Features Intersected: Manila Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 436.905, 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: Good, Operating Rating: 61.7 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 851, Location: 14.6 mi E Jct SR 87 (Lat: 34.965000, Lng: -110.407800), Route carried "on" structure: Interstate 40, Year Built: 1969, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 12,633 (year 2021), Truck Traffic: 41%, Average Future Daily Traffic: 12,645 (year 2041), Design Load: HS 20, Features Intersected: Manila Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 436.905, 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: Good, Operating Rating: 61.7 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4733, Location: 5.0 mi S Jct SR 79 (Lat: 32.484900, Lng: -110.922600), Route carried "on" structure: State highway 77, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 10,877 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 10,887 (year 2038), Design Load: HS 20, Features Intersected: Twenty-Seven Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 138.387, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2018)
Structure Number: 4733, Location: 5.0 mi S Jct SR 79 (Lat: 32.484900, Lng: -110.922600), Route carried "on" structure: State highway 77, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 10,877 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 10,887 (year 2038), Design Load: HS 20, Features Intersected: Twenty-Seven Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 138.387, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2018)
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Structure Number: 6095, Location: 2.6 mi N Jct US 160 (Lat: 36.114800, Lng: -111.395200), Route carried "on" structure: US 89, Year Built: 1961, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 4,614 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 4,624 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 778.263, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Total Project Cost: $1,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6095, Location: 2.6 mi N Jct US 160 (Lat: 36.114800, Lng: -111.395200), Route carried "on" structure: US 89, Year Built: 1961, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 4,614 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 4,624 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 778.263, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Total Project Cost: $1,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6439, Location: 27.1 mi W Jct SR 85 (Lat: 33.511522, Lng: -113.014469), Route carried "on" structure: Interstate 10, Year Built: 1968, Year Reconstructed: 1972, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 12,062 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 12,072 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.117, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.2 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: June 2021
Structure Number: 6439, Location: 27.1 mi W Jct SR 85 (Lat: 33.511522, Lng: -113.014469), Route carried "on" structure: Interstate 10, Year Built: 1968, Year Reconstructed: 1972, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 12,062 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 12,072 (year 2039), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.117, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.2 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: June 2021
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Structure Number: 6694, Location: 10.8 mi E Jct SR 99 (Lat: 35.015328, Lng: -110.665378), Route carried "on" structure: Interstate 40, Year Built: 1979, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,609 (year 2017), Truck Traffic: 24%, Average Future Daily Traffic: 18,619 (year 2039), Design Load: HS 20+Mod, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 412.330, 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: 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2019)
Structure Number: 6694, Location: 10.8 mi E Jct SR 99 (Lat: 35.015328, Lng: -110.665378), Route carried "on" structure: Interstate 40, Year Built: 1979, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,609 (year 2017), Truck Traffic: 24%, Average Future Daily Traffic: 18,619 (year 2039), Design Load: HS 20+Mod, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 412.330, 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: 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2019)
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Structure Number: 8912, Location: 0.5 mi E I 10 (Lat: 31.745000, Lng: -111.037000), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 14.87m (48.79ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 210 (year 2041), Design Load: HS 20, Features Intersected: Santa Cruz River, Facility Carried by Structure: Elephant Head Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 8912, Location: 0.5 mi E I 10 (Lat: 31.745000, Lng: -111.037000), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 14.87m (48.79ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 210 (year 2041), Design Load: HS 20, Features Intersected: Santa Cruz River, Facility Carried by Structure: Elephant Head Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 9979, Location: 1.4 mi E Florence Highway (Lat: 32.478536, Lng: -110.899575), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 14.81m (48.59ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,010 (year 2041), Design Load: HS 20, Features Intersected: Canada Del Oro Wash, Facility Carried by Structure: Golder Ranch Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9979, Location: 1.4 mi E Florence Highway (Lat: 32.478536, Lng: -110.899575), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 14.81m (48.59ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,010 (year 2041), Design Load: HS 20, Features Intersected: Canada Del Oro Wash, Facility Carried by Structure: Golder Ranch Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20053, Location: 3.0 mi N of Tangerine Rd (Lat: 32.468300, Lng: -110.925500), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 4.91m (16.11ft), Design Load: HS 15, Features Intersected: SR 77, Facility Carried by Structure: Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 7, Owner: State Highway Agency, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 45.1m (148.0ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Structural Evaluation: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20053, Location: 3.0 mi N of Tangerine Rd (Lat: 32.468300, Lng: -110.925500), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 4.91m (16.11ft), Design Load: HS 15, Features Intersected: SR 77, Facility Carried by Structure: Wildlife Crossing
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 7, Owner: State Highway Agency, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 45.1m (148.0ft), Out-to-Out Width: 45.7m (149.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Structural Evaluation: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20053, Location: 3.0 mi N of Tangerine Rd (Lat: 32.468300, Lng: -110.925500), Route carried "under" structure: State highway 77, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 31,109 (year 2017), Truck Traffic: 9%, Features Intersected: SR 77, Facility Carried by Structure: Wildlife Crossing
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 136.472, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 20053, Location: 3.0 mi N of Tangerine Rd (Lat: 32.468300, Lng: -110.925500), Route carried "under" structure: State highway 77, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 31,109 (year 2017), Truck Traffic: 9%, Features Intersected: SR 77, Facility Carried by Structure: Wildlife Crossing
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 136.472, Lanes under structure: 7, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)