Bridge Statistics for Rio Rancho, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 200ft / 60.6mTotal length
- $1,519,000Total costs
- 260,765Total average daily traffic
- 22,250Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rio Rancho
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 51970-1979
- 41990-1999
- 82000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 55.6%Good
- 44.4%Satisfactory
- Bridge Condition - Channel
- 15.8%Very good
- 57.9%Good
- 15.8%Satisfactory
- 5.3%Fair
- 5.3%Poor
- Bridge Condition - Culverts
- 7.7%Very good
- 61.5%Good
- 23.1%Satisfactory
- 7.7%Fair
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Structure Number: 6946, Location: 9.1 NW JCT I-25/US-550 (Lat: 35.400808, Lng: -106.639339), Route carried "on" structure: US 550, Year Built: 1970, Year Reconstructed: 1989, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.629, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6946, Location: 9.1 NW JCT I-25/US-550 (Lat: 35.400808, Lng: -106.639339), Route carried "on" structure: US 550, Year Built: 1970, Year Reconstructed: 1989, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.629, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6993, Location: 3.9 MI NW OF JCT I-25 (Lat: 35.343581, Lng: -106.592417), Route carried "on" structure: US 550, Year Built: 1968, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: Encantado Channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.576, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 4 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: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $23,000, Total Project Cost: $357,000 ( Estimate for 2030)
Structure Number: 6993, Location: 3.9 MI NW OF JCT I-25 (Lat: 35.343581, Lng: -106.592417), Route carried "on" structure: US 550, Year Built: 1968, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: Encantado Channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.576, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 4 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: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $23,000, Total Project Cost: $357,000 ( Estimate for 2030)
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Structure Number: 7013, Location: 11.75 MI NW OF JCT I-25 (Lat: 35.434936, Lng: -106.656764), Route carried "on" structure: US 550, Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.978, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $39,000, Total Project Cost: $598,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7013, Location: 11.75 MI NW OF JCT I-25 (Lat: 35.434936, Lng: -106.656764), Route carried "on" structure: US 550, Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.978, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.51m (11.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $39,000, Total Project Cost: $598,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7224, Location: 8.3 MI NW OF JCT I-25 (Lat: 35.387622, Lng: -106.638939), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.399, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $262,000 ( Estimate for 2030)
Structure Number: 7224, Location: 8.3 MI NW OF JCT I-25 (Lat: 35.387622, Lng: -106.638939), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.399, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $262,000 ( Estimate for 2030)
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Structure Number: 7225, Location: 9.7 MI NW OF JCT I-25 (Lat: 35.408189, Lng: -106.639219), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.710, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000 ( Estimate for 2030)
Structure Number: 7225, Location: 9.7 MI NW OF JCT I-25 (Lat: 35.408189, Lng: -106.639219), Route carried "on" structure: US 550, Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 25,188 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 14,238 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.710, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000 ( Estimate for 2030)
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Structure Number: 7954, Location: 6.4 MI S OF JCT US-550 (Lat: 35.257042, Lng: -106.641769), Route carried "on" structure: State highway 528, Year Built: 1977, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 31,337 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 30,892 (year 2040), Design Load: HS 20, Features Intersected: ARROYO DELOS MONTOYAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 7954, Location: 6.4 MI S OF JCT US-550 (Lat: 35.257042, Lng: -106.641769), Route carried "on" structure: State highway 528, Year Built: 1977, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 31,337 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 30,892 (year 2040), Design Load: HS 20, Features Intersected: ARROYO DELOS MONTOYAS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 882, Location: 6.08 MI N OF JCT ALAMEDA (Lat: 35.270072, Lng: -106.606817), Route carried "on" structure: State highway 448, Year Built: 1992, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,085 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,690 (year 2040), Design Load: HS 20, Features Intersected: CORRALES MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.747, Lanes on structure: 2, Owner: State 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: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 882, Location: 6.08 MI N OF JCT ALAMEDA (Lat: 35.270072, Lng: -106.606817), Route carried "on" structure: State highway 448, Year Built: 1992, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,085 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,690 (year 2040), Design Load: HS 20, Features Intersected: CORRALES MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.747, Lanes on structure: 2, Owner: State 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: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8821, Location: 4.96 MI N OF JCT ALAMEDA (Lat: 35.255869, Lng: -106.599839), Route carried "on" structure: State highway 448, Year Built: 1992, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,552 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,181 (year 2040), Design Load: HS 20, Features Intersected: SANDOVAL LATERAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.944, Lanes on structure: 2, Owner: State 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: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8821, Location: 4.96 MI N OF JCT ALAMEDA (Lat: 35.255869, Lng: -106.599839), Route carried "on" structure: State highway 448, Year Built: 1992, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,552 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,181 (year 2040), Design Load: HS 20, Features Intersected: SANDOVAL LATERAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.944, Lanes on structure: 2, Owner: State 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: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9456, Location: 1.0 M N Jct US-550 (Lat: 35.328139, Lng: -106.596211), Route carried "on" structure: State highway 347, Year Built: 2014, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 6,418 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 10,384 (year 2040), Design Load: HS 20, Features Intersected: Future Roadway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.866, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9456, Location: 1.0 M N Jct US-550 (Lat: 35.328139, Lng: -106.596211), Route carried "on" structure: State highway 347, Year Built: 2014, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 6,418 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 10,384 (year 2040), Design Load: HS 20, Features Intersected: Future Roadway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.866, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9457, Location: 0.1 M S Jct US-550/NM-347 (Lat: 35.336950, Lng: -106.584861), Route carried "on" structure: State highway 347, Year Built: 2014, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 6,418 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 10,384 (year 2040), Design Load: H 20, Features Intersected: Encantado Channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.315, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 35.0m (114.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 34.9m (114.5ft), Out-to-Out Width: 35.7m (117.1ft)
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: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9457, Location: 0.1 M S Jct US-550/NM-347 (Lat: 35.336950, Lng: -106.584861), Route carried "on" structure: State highway 347, Year Built: 2014, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 6,418 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 10,384 (year 2040), Design Load: H 20, Features Intersected: Encantado Channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.315, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 35.0m (114.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 34.9m (114.5ft), Out-to-Out Width: 35.7m (117.1ft)
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: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9458, Location: 1.1 M W Jct NM-528 (Lat: 35.333900, Lng: -106.589000), Route carried "on" structure: City street 4301, Year Built: 2014, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 9,363 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,945 (year 2040), Design Load: HS 20, Features Intersected: NM-347
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9458, Location: 1.1 M W Jct NM-528 (Lat: 35.333900, Lng: -106.589000), Route carried "on" structure: City street 4301, Year Built: 2014, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 9,363 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,945 (year 2040), Design Load: HS 20, Features Intersected: NM-347
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9459, Location: 1.1 M W Jct NM-528 (Lat: 35.333925, Lng: -106.588881), Route carried "on" structure: State highway 43001, Year Built: 2014, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 9,363 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,945 (year 2040), Design Load: HS 20, Features Intersected: NM-347, Facility Carried by Structure: Enchanted Hills
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.4m (11.2ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9459, Location: 1.1 M W Jct NM-528 (Lat: 35.333925, Lng: -106.588881), Route carried "on" structure: State highway 43001, Year Built: 2014, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 9,363 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,945 (year 2040), Design Load: HS 20, Features Intersected: NM-347, Facility Carried by Structure: Enchanted Hills
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.4m (11.2ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 975, Location: .10 M S Jct West Phalia (Lat: 35.368414, Lng: -106.645317), Route carried "on" structure: City street 4301, Year Built: 2006, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 79 (year 2020), Average Future Daily Traffic: 218 (year 2040), Design Load: HS 20, Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 975, Location: .10 M S Jct West Phalia (Lat: 35.368414, Lng: -106.645317), Route carried "on" structure: City street 4301, Year Built: 2006, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 79 (year 2020), Average Future Daily Traffic: 218 (year 2040), Design Load: HS 20, Features Intersected: Unnamed Waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 9751, Location: King Blvd Serene mdws dr (Lat: 35.317633, Lng: -106.727047), Route carried "on" structure: City street 4301, Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 79 (year 2020), Average Future Daily Traffic: 218 (year 2040), Design Load: HS 20, Features Intersected: Arroyo De Los Montoyas
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 9751, Location: King Blvd Serene mdws dr (Lat: 35.317633, Lng: -106.727047), Route carried "on" structure: City street 4301, Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 79 (year 2020), Average Future Daily Traffic: 218 (year 2040), Design Load: HS 20, Features Intersected: Arroyo De Los Montoyas
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 9752, Location: .6 mile West Wilpett dr (Lat: 35.318311, Lng: -106.720339), Route carried "on" structure: City street 4301, Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,835 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,619 (year 2040), Design Load: HS 20, Features Intersected: Arroyos De Los Montoyas
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: June 2020
Structure Number: 9752, Location: .6 mile West Wilpett dr (Lat: 35.318311, Lng: -106.720339), Route carried "on" structure: City street 4301, Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,835 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,619 (year 2040), Design Load: HS 20, Features Intersected: Arroyos De Los Montoyas
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: June 2020
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Structure Number: 9753, Location: 0.3 M W Jct Meadows Blvd (Lat: 35.311372, Lng: -106.712389), Route carried "on" structure: City street 4301, Year Built: 2006, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 3,604 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,037 (year 2040), Design Load: HS 20, Features Intersected: Arroyo De Los Montoyas
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: June 2020
Structure Number: 9753, Location: 0.3 M W Jct Meadows Blvd (Lat: 35.311372, Lng: -106.712389), Route carried "on" structure: City street 4301, Year Built: 2006, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 3,604 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,037 (year 2040), Design Load: HS 20, Features Intersected: Arroyo De Los Montoyas
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: June 2020
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Structure Number: 9754, Location: 3 M W Unser Blvd (Lat: 35.241583, Lng: -106.751247), Route carried "on" structure: City street 4301, Year Built: 2006, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,739 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,124 (year 2040), Design Load: HS 20, Features Intersected: Arroyo Hondo
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, 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: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 9754, Location: 3 M W Unser Blvd (Lat: 35.241583, Lng: -106.751247), Route carried "on" structure: City street 4301, Year Built: 2006, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,739 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,124 (year 2040), Design Load: HS 20, Features Intersected: Arroyo Hondo
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, 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: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 9755, Location: Jct of Lisbon Ave. (Lat: 35.241639, Lng: -106.704158), Route carried "on" structure: City street 4301, Year Built: 2006, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 12,063 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 13,512 (year 2040), Design Load: HS 20, Features Intersected: Lisbon Channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 10 degrees, Material/Design: Concrete, 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: 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: Allowable Stress (AS), 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 24 months, Inspection Date: June 2020
Structure Number: 9755, Location: Jct of Lisbon Ave. (Lat: 35.241639, Lng: -106.704158), Route carried "on" structure: City street 4301, Year Built: 2006, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 12,063 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 13,512 (year 2040), Design Load: HS 20, Features Intersected: Lisbon Channel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 10 degrees, Material/Design: Concrete, 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: 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: Allowable Stress (AS), 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 24 months, Inspection Date: June 2020
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Structure Number: 9778, Location: Jct Loma Colorado Blvd. (Lat: 35.262333, Lng: -106.676889), Route carried "on" structure: City street 4301, Year Built: 2008, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,188 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,691 (year 2040), Design Load: HS 20, Features Intersected: Los Montoyas arroyo, Facility Carried by Structure: Broadmoor
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 24 months, Inspection Date: June 2020
Structure Number: 9778, Location: Jct Loma Colorado Blvd. (Lat: 35.262333, Lng: -106.676889), Route carried "on" structure: City street 4301, Year Built: 2008, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,188 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,691 (year 2040), Design Load: HS 20, Features Intersected: Los Montoyas arroyo, Facility Carried by Structure: Broadmoor
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 24 months, Inspection Date: June 2020
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Structure Number: 10074, Location: 1.0 MI N OF NM-448 (Lat: 35.286114, Lng: -106.605892), Route carried "on" structure: State highway 528, Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20,866 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 22,730 (year 2040), Design Load: HS 20, Features Intersected: ARROYO DE LA BARRANCA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: January 2022
Structure Number: 10074, Location: 1.0 MI N OF NM-448 (Lat: 35.286114, Lng: -106.605892), Route carried "on" structure: State highway 528, Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20,866 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 22,730 (year 2040), Design Load: HS 20, Features Intersected: ARROYO DE LA BARRANCA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: January 2022
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Structure Number: 10078, Location: 3.6 Mi W of NM-528 (Lat: 35.274358, Lng: -106.687456), Route carried "on" structure: City street 4098, Year Built: 1993, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,970 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,772 (year 2040), Design Load: HS 20, Features Intersected: Arroyo De Las Montoyas
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.880, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 3 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: Fair, Culverts: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 10078, Location: 3.6 Mi W of NM-528 (Lat: 35.274358, Lng: -106.687456), Route carried "on" structure: City street 4098, Year Built: 1993, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,970 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,772 (year 2040), Design Load: HS 20, Features Intersected: Arroyo De Las Montoyas
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.880, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 3 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: Fair, Culverts: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: CEPSPANM-00001, Location: 7.7 MI. WEST NM550/NM528 (Lat: 35.428614, Lng: -106.621172), Route carried "on" structure: ServiceOther road , Year Built: 2000, Status: Open, Structure Length: 19.01m (62.37ft), Average Daily Traffic: 30 (year 2021), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: JEMEZ RIVER, Facility Carried by Structure: I. S. Rte. 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.4m (135.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.2 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: 29.5 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: Better than present minimum criteria, 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: 19.79m (64.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $67,000, Total Project Cost: $103,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: CEPSPANM-00001, Location: 7.7 MI. WEST NM550/NM528 (Lat: 35.428614, Lng: -106.621172), Route carried "on" structure: ServiceOther road , Year Built: 2000, Status: Open, Structure Length: 19.01m (62.37ft), Average Daily Traffic: 30 (year 2021), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: JEMEZ RIVER, Facility Carried by Structure: I. S. Rte. 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.4m (135.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 38.2 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: 29.5 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: Better than present minimum criteria, 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: 19.79m (64.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $67,000, Total Project Cost: $103,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9458, Location: 1.1 M W Jct NM-528 (Lat: 35.333900, Lng: -106.589000), Route carried "under" structure: City street 430, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 6,418 (year 2020), Truck Traffic: 13%, Features Intersected: NM-347
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 62.925, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 9458, Location: 1.1 M W Jct NM-528 (Lat: 35.333900, Lng: -106.589000), Route carried "under" structure: City street 430, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 6,418 (year 2020), Truck Traffic: 13%, Features Intersected: NM-347
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 62.925, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 9459, Location: 1.1 M W Jct NM-528 (Lat: 35.333925, Lng: -106.588881), Route carried "under" structure: State highway 347, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 6,418 (year 2020), Truck Traffic: 13%, Features Intersected: NM-347, Facility Carried by Structure: Enchanted Hills
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 46.832, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.9m (32.5ft)
Structure Number: 9459, Location: 1.1 M W Jct NM-528 (Lat: 35.333925, Lng: -106.588881), Route carried "under" structure: State highway 347, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 6,418 (year 2020), Truck Traffic: 13%, Features Intersected: NM-347, Facility Carried by Structure: Enchanted Hills
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 46.832, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.9m (32.5ft)