Bridge Statistics for Sierra Vista Southeast, Arizona (AZ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 92ft / 27.9mTotal length
- $591,000Total costs
- 73,360Total average daily traffic
- 2,509Total average daily truck traffic
- 74,787Total future (year 2019) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sierra Vista Southeast
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 61950-1959
- 31960-1969
- 31970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 21970-1979
- 11980-1989
- 21990-1999
- Bridge Condition - Deck
- 80.0%Good
- 20.0%Fair
- Bridge Condition - Superstructure
- 80.0%Good
- 20.0%Fair
- Bridge Condition - Substructure
- 20.0%Good
- 60.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 6.7%Very good
- 60.0%Good
- 33.3%Satisfactory
- Bridge Condition - Culverts
- 90.9%Good
- 9.1%Satisfactory
Find on map >> Show street view
Structure Number: 47, Location: 7.3 mi E Jct SR 92 (Lat: 31.553000, Lng: -110.135400), Route carried "on" structure: State highway 90, Year Built: 1956, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 4,281 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 5,603 (year 2039), Design Load: HS 20, Features Intersected: Lewis Springs
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 529.233, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 47, Location: 7.3 mi E Jct SR 92 (Lat: 31.553000, Lng: -110.135400), Route carried "on" structure: State highway 90, Year Built: 1956, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 4,281 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 5,603 (year 2039), Design Load: HS 20, Features Intersected: Lewis Springs
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 529.233, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 30503000003268, Location: T23S, R20E, SEC01 (Lat: 31.438311, Lng: -110.285289), Route carried "on" structure: Federal lands road 368, Year Built: 1959, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 40 (year 1996), Average Future Daily Traffic: 50 (year 2019), Design Load: H 15, Features Intersected: CARR CANYON, Facility Carried by Structure: CARR CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.520, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $40,000, Total Project Cost: $180,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30503000003268, Location: T23S, R20E, SEC01 (Lat: 31.438311, Lng: -110.285289), Route carried "on" structure: Federal lands road 368, Year Built: 1959, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 40 (year 1996), Average Future Daily Traffic: 50 (year 2019), Design Load: H 15, Features Intersected: CARR CANYON, Facility Carried by Structure: CARR CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.520, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $40,000, Total Project Cost: $180,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 3050300000327, Location: T24S, R19E, SEC01 (Lat: 31.380144, Lng: -110.363042), Route carried "on" structure: Federal lands road 61, Year Built: 1954, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 75 (year 2021), Average Future Daily Traffic: 40 (year 2019), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: WASHINGTO -MONTEZU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.240, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $40,000, Total Project Cost: $250,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3050300000327, Location: T24S, R19E, SEC01 (Lat: 31.380144, Lng: -110.363042), Route carried "on" structure: Federal lands road 61, Year Built: 1954, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 75 (year 2021), Average Future Daily Traffic: 40 (year 2019), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: WASHINGTO -MONTEZU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.240, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $40,000, Total Project Cost: $250,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 30503000003271, Location: T24S, R20E, SEC06 (Lat: 31.372781, Lng: -110.345992), Route carried "on" structure: Federal lands road 61, Year Built: 1955, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 1996), Average Future Daily Traffic: 40 (year 2019), Design Load: HS 20, Features Intersected: CAVE CREEK, Facility Carried by Structure: WASH. CAMP-MONTEZU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.680, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $40,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30503000003271, Location: T24S, R20E, SEC06 (Lat: 31.372781, Lng: -110.345992), Route carried "on" structure: Federal lands road 61, Year Built: 1955, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 1996), Average Future Daily Traffic: 40 (year 2019), Design Load: HS 20, Features Intersected: CAVE CREEK, Facility Carried by Structure: WASH. CAMP-MONTEZU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.680, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $40,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 4868, Location: 2.3 mi E Jct SR 92 (Lat: 31.554611, Lng: -110.217917), Route carried "on" structure: State highway 90, Year Built: 1955, Year Reconstructed: 1960, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 8,598 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,608 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 521.154, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), 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: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Structure Number: 4868, Location: 2.3 mi E Jct SR 92 (Lat: 31.554611, Lng: -110.217917), Route carried "on" structure: State highway 90, Year Built: 1955, Year Reconstructed: 1960, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 8,598 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,608 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 521.154, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), 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: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Find on map >> Show street view
Structure Number: 4869, Location: 5.0 mi E Jct SR 92 (Lat: 31.548778, Lng: -110.172833), Route carried "on" structure: State highway 90, Year Built: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,263 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,273 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 525.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Structure Number: 4869, Location: 5.0 mi E Jct SR 92 (Lat: 31.548778, Lng: -110.172833), Route carried "on" structure: State highway 90, Year Built: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,263 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,273 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 525.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Find on map >> Show street view
Structure Number: 4876, Location: 7.0 mi S Jct SR 90 (Lat: 31.452900, Lng: -110.257400), Route carried "on" structure: State highway 92, Year Built: 1936, Year Reconstructed: 1991, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,677 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,687 (year 2040), Design Load: HS 20, Features Intersected: Carr Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 528.187, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Structure Number: 4876, Location: 7.0 mi S Jct SR 90 (Lat: 31.452900, Lng: -110.257400), Route carried "on" structure: State highway 92, Year Built: 1936, Year Reconstructed: 1991, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,677 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,687 (year 2040), Design Load: HS 20, Features Intersected: Carr Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 528.187, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Find on map >> Show street view
Structure Number: 4877, Location: 8.9 mi S Jct SR 90 (Lat: 31.430528, Lng: -110.241139), Route carried "on" structure: State highway 92, Year Built: 1960, Year Reconstructed: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,931 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 4,941 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 531.309, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 4877, Location: 8.9 mi S Jct SR 90 (Lat: 31.430528, Lng: -110.241139), Route carried "on" structure: State highway 92, Year Built: 1960, Year Reconstructed: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,931 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 4,941 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 531.309, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Find on map >> Show street view
Structure Number: 4878, Location: 9.1 mi S Jct SR 90 (Lat: 31.428333, Lng: -110.240778), Route carried "on" structure: State highway 92, Year Built: 1960, Year Reconstructed: 1970, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,931 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 4,941 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 531.550, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 4878, Location: 9.1 mi S Jct SR 90 (Lat: 31.428333, Lng: -110.240778), Route carried "on" structure: State highway 92, Year Built: 1960, Year Reconstructed: 1970, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,931 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 4,941 (year 2038), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 531.550, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Find on map >> Show street view
Structure Number: 613, Location: 5.5 mi S Jct SR 90 (Lat: 31.476400, Lng: -110.257400), Route carried "on" structure: State highway 92, Year Built: 1971, Year Reconstructed: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,640 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 17,650 (year 2040), Design Load: HS 20, Features Intersected: Ramsey Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 525.692, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Structure Number: 613, Location: 5.5 mi S Jct SR 90 (Lat: 31.476400, Lng: -110.257400), Route carried "on" structure: State highway 92, Year Built: 1971, Year Reconstructed: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,640 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 17,650 (year 2040), Design Load: HS 20, Features Intersected: Ramsey Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 525.692, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Find on map >> Show street view
Structure Number: 6131, Location: 6.3 mi S Jct SR 90 (Lat: 31.464000, Lng: -110.257400), Route carried "on" structure: State highway 92, Year Built: 1971, Year Reconstructed: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10,677 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,687 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 526.980, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), 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: 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: January 2020
Structure Number: 6131, Location: 6.3 mi S Jct SR 90 (Lat: 31.464000, Lng: -110.257400), Route carried "on" structure: State highway 92, Year Built: 1971, Year Reconstructed: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10,677 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,687 (year 2040), Design Load: HS 20, Features Intersected: Wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 526.980, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), 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: 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: January 2020
Find on map >> Show street view
Structure Number: 6136, Location: 11.0 mi S Jct SR 90 (Lat: 31.399194, Lng: -110.239944), Route carried "on" structure: State highway 92, Year Built: 1970, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,931 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 4,941 (year 2038), Design Load: HS 20, Features Intersected: Stump Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 534.624, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 6136, Location: 11.0 mi S Jct SR 90 (Lat: 31.399194, Lng: -110.239944), Route carried "on" structure: State highway 92, Year Built: 1970, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,931 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 4,941 (year 2038), Design Load: HS 20, Features Intersected: Stump Canyon
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 534.624, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Find on map >> Show street view
Structure Number: 6954, Location: 2.0 mi E of Jct SR 92 (Lat: 31.554417, Lng: -110.223583), Route carried "on" structure: State highway 90, Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 220 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Schraeder Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 520.607, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Structure Number: 6954, Location: 2.0 mi E of Jct SR 92 (Lat: 31.554417, Lng: -110.223583), Route carried "on" structure: State highway 90, Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 220 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Schraeder Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 520.607, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Find on map >> Show street view
Structure Number: 7576, Location: 1.3 mi W Jct SR 92 (Lat: 31.467286, Lng: -110.281061), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 580 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 590 (year 2041), Design Load: HS 20, Features Intersected: Ramsey Canyon Wash, Facility Carried by Structure: Ramsey Canyon Road
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7576, Location: 1.3 mi W Jct SR 92 (Lat: 31.467286, Lng: -110.281061), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 580 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 590 (year 2041), Design Load: HS 20, Features Intersected: Ramsey Canyon Wash, Facility Carried by Structure: Ramsey Canyon Road
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 9213, Location: 9.5 mi E Jct SR 92 (Lat: 31.428300, Lng: -110.096228), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,760 (year 2041), Design Load: HS 20, Features Intersected: Spring Creek, Facility Carried by Structure: Hereford Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021
Structure Number: 9213, Location: 9.5 mi E Jct SR 92 (Lat: 31.428300, Lng: -110.096228), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,760 (year 2041), Design Load: HS 20, Features Intersected: Spring Creek, Facility Carried by Structure: Hereford Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021
Find on map >> Show street view
Structure Number: 10597, Location: 8.3 mi East of SR 92 (Lat: 31.438200, Lng: -110.108100), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 746 (year 2016), Average Future Daily Traffic: 756 (year 2036), Design Load: HS 20, Features Intersected: Hereford River, Facility Carried by Structure: Hereford Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 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: 10597, Location: 8.3 mi East of SR 92 (Lat: 31.438200, Lng: -110.108100), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 746 (year 2016), Average Future Daily Traffic: 756 (year 2036), Design Load: HS 20, Features Intersected: Hereford River, Facility Carried by Structure: Hereford Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Total Project Cost: $1,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete