Bridge Statistics for Bernalillo, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 338ft / 103mTotal length
- $5,590,000Total costs
- 486,791Total average daily traffic
- 68,808Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bernalillo
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41950-1959
- 11960-1969
- 101980-1989
- 11990-1999
- 42000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 31950-1959
- 01960-1969
- 01970-1979
- 31980-1989
- 11990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 45.5%Good
- 45.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 72.7%Good
- 9.1%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 54.5%Good
- 27.3%Satisfactory
- 18.2%Poor
- Bridge Condition - Channel
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Culverts
- 20.0%Good
- 40.0%Satisfactory
- 40.0%Fair
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Structure Number: 3112, Location: 1.26 MI NW OF JCT I-25 (Lat: 35.321428, Lng: -106.554731), Route carried "on" structure: US 550, Year Built: 1938, Year Reconstructed: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 33,395 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 46,994 (year 2040), Design Load: HS 20, Features Intersected: IRRIGATION DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.1 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 20 months, Inspection Date: September 2021
Structure Number: 3112, Location: 1.26 MI NW OF JCT I-25 (Lat: 35.321428, Lng: -106.554731), Route carried "on" structure: US 550, Year Built: 1938, Year Reconstructed: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 33,395 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 46,994 (year 2040), Design Load: HS 20, Features Intersected: IRRIGATION DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.1 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 20 months, Inspection Date: September 2021
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Structure Number: 5755, Location: 13.4 MI N JCT I-40/I-25 (Lat: 35.282264, Lng: -106.552131), Route carried "on" structure: Interstate 25, Year Built: 1954, Year Reconstructed: 1957, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 60,308 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 111,136 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 385.776, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 10 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: Fair, Operating Rating: 50.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 5755, Location: 13.4 MI N JCT I-40/I-25 (Lat: 35.282264, Lng: -106.552131), Route carried "on" structure: Interstate 25, Year Built: 1954, Year Reconstructed: 1957, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 60,308 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 111,136 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 385.776, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 10 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: Fair, Operating Rating: 50.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 5756, Location: 14.9 MI N OF JCT I-40 (Lat: 35.301061, Lng: -106.538908), Route carried "on" structure: Interstate 25, Year Built: 1954, Year Reconstructed: 1957, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 27,823 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 51,273 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.044, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 50.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $20,000, Total Project Cost: $313,000 ( Estimate for 2030)
Structure Number: 5756, Location: 14.9 MI N OF JCT I-40 (Lat: 35.301061, Lng: -106.538908), Route carried "on" structure: Interstate 25, Year Built: 1954, Year Reconstructed: 1957, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 27,823 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 51,273 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.044, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 50.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $20,000, Total Project Cost: $313,000 ( Estimate for 2030)
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Structure Number: 5757, Location: 0.1 MI S OF US-550 (Lat: 35.327097, Lng: -106.527006), Route carried "on" structure: Interstate 25, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 45,054 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 83,027 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 389.670, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 5757, Location: 0.1 MI S OF US-550 (Lat: 35.327097, Lng: -106.527006), Route carried "on" structure: Interstate 25, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 45,054 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 83,027 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 389.670, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 5759, Location: 0.8 MI N OF JCT US-550 (Lat: 35.327078, Lng: -106.527644), Route carried "on" structure: Interstate 2082, Year Built: 1955, Year Reconstructed: 1957, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 552 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 899 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 391.215, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $32,000, Total Project Cost: $491,000 ( Estimate for 2030)
Structure Number: 5759, Location: 0.8 MI N OF JCT US-550 (Lat: 35.327078, Lng: -106.527644), Route carried "on" structure: Interstate 2082, Year Built: 1955, Year Reconstructed: 1957, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 552 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 899 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 391.215, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $327,000, Roadway Improvement Cost: $32,000, Total Project Cost: $491,000 ( Estimate for 2030)
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Structure Number: 7011, Location: 4.0 MI NW OF I-25/NM-22 (Lat: 35.514619, Lng: -106.345083), Route carried "on" structure: State highway 22, Year Built: 1963, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 1,708 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 1,468 (year 2040), Design Load: HS 20, Features Intersected: NMRX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.468, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $96,000, Total Project Cost: $530,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7011, Location: 4.0 MI NW OF I-25/NM-22 (Lat: 35.514619, Lng: -106.345083), Route carried "on" structure: State highway 22, Year Built: 1963, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 1,708 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 1,468 (year 2040), Design Load: HS 20, Features Intersected: NMRX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.468, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $96,000, Total Project Cost: $530,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8336, Location: 0.8 MI N JCT I-25/US550 (Lat: 35.326969, Lng: -106.526664), Route carried "on" structure: State highway 2083, Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,482 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,416 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Satisfactory, Operating Rating: 40.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
Structure Number: 8336, Location: 0.8 MI N JCT I-25/US550 (Lat: 35.326969, Lng: -106.526664), Route carried "on" structure: State highway 2083, Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,482 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,416 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Satisfactory, Operating Rating: 40.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021
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Structure Number: 8337, Location: 1.2 MI N JCT I-25/US-550 (Lat: 35.329817, Lng: -106.524436), Route carried "on" structure: State highway 2083, Year Built: 1981, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,482 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,416 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 37.3 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: November 2019
Structure Number: 8337, Location: 1.2 MI N JCT I-25/US-550 (Lat: 35.329817, Lng: -106.524436), Route carried "on" structure: State highway 2083, Year Built: 1981, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,482 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,416 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 37.3 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: November 2019
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Structure Number: 8423, Location: 12.3 Mi N Jct I-25/US-550 (Lat: 35.434817, Lng: -106.378528), Route carried "on" structure: Interstate 25, Year Built: 1983, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 28,194 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 48,265 (year 2040), Design Load: HS 20, Features Intersected: Arroyo De Los Tanos
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 409.578, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 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-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
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 desirable criteria, Waterway Adequacy: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8423, Location: 12.3 Mi N Jct I-25/US-550 (Lat: 35.434817, Lng: -106.378528), Route carried "on" structure: Interstate 25, Year Built: 1983, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 28,194 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 48,265 (year 2040), Design Load: HS 20, Features Intersected: Arroyo De Los Tanos
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 409.578, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 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-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
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 desirable criteria, Waterway Adequacy: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8472, Location: 4.7 MI N OF JCT US-550 (Lat: 35.364250, Lng: -106.486747), Route carried "on" structure: State highway 2083, Year Built: 1983, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,482 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,416 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.564, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), 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: Satisfactory, Operating Rating: 38.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 8472, Location: 4.7 MI N OF JCT US-550 (Lat: 35.364250, Lng: -106.486747), Route carried "on" structure: State highway 2083, Year Built: 1983, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,482 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,416 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.564, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), 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: Satisfactory, Operating Rating: 38.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 8536, Location: 0.2 MI NW OF JCT I-25 (Lat: 35.316833, Lng: -106.537864), Route carried "on" structure: US 550, Year Built: 1985, Year Reconstructed: 1991, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 28,221 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 39,713 (year 2040), Design Load: HS 20, Features Intersected: NMRX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.591, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8536, Location: 0.2 MI NW OF JCT I-25 (Lat: 35.316833, Lng: -106.537864), Route carried "on" structure: US 550, Year Built: 1985, Year Reconstructed: 1991, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 28,221 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 39,713 (year 2040), Design Load: HS 20, Features Intersected: NMRX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.591, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 8537, Location: 1.4 M NW JCT I-25/US-550 (Lat: 35.322061, Lng: -106.557561), Route carried "on" structure: US 550, Year Built: 1986, Year Reconstructed: 2018, Status: Open, Structure Length: 21.15m (69.39ft), Average Daily Traffic: 33,395 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 46,994 (year 2040), Design Load: HS 20, Features Intersected: Rio Grande River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.12m (69.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,171,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,757,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8537, Location: 1.4 M NW JCT I-25/US-550 (Lat: 35.322061, Lng: -106.557561), Route carried "on" structure: US 550, Year Built: 1986, Year Reconstructed: 2018, Status: Open, Structure Length: 21.15m (69.39ft), Average Daily Traffic: 33,395 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 46,994 (year 2040), Design Load: HS 20, Features Intersected: Rio Grande River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.12m (69.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,171,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,757,000 ( Estimate for 2030), 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: 854, Location: 1.4 MI W JCT I-25/US-550 (Lat: 35.322156, Lng: -106.557458), Route carried "on" structure: US 550, Year Built: 1986, Year Reconstructed: 2018, Status: Open, Structure Length: 21.15m (69.39ft), Average Daily Traffic: 33,395 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 46,994 (year 2040), Design Load: HS 20, Features Intersected: RIO GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.12m (69.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,592,000, Roadway Improvement Cost: $159,000, Total Project Cost: $2,388,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 854, Location: 1.4 MI W JCT I-25/US-550 (Lat: 35.322156, Lng: -106.557458), Route carried "on" structure: US 550, Year Built: 1986, Year Reconstructed: 2018, Status: Open, Structure Length: 21.15m (69.39ft), Average Daily Traffic: 33,395 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 46,994 (year 2040), Design Load: HS 20, Features Intersected: RIO GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.12m (69.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,592,000, Roadway Improvement Cost: $159,000, Total Project Cost: $2,388,000 ( Estimate for 2030), 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: 8698, Location: 0.3 MI W OF JCT NM-313 (Lat: 35.322400, Lng: -106.549400), Route carried "on" structure: City street 43001, Year Built: 1985, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 79 (year 2020), Average Future Daily Traffic: 218 (year 2040), Design Load: HS 15, Features Intersected: Bernalillo Main Canal, Facility Carried by Structure: 43-Z001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.031, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000 ( Estimate for 2030), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8698, Location: 0.3 MI W OF JCT NM-313 (Lat: 35.322400, Lng: -106.549400), Route carried "on" structure: City street 43001, Year Built: 1985, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 79 (year 2020), Average Future Daily Traffic: 218 (year 2040), Design Load: HS 15, Features Intersected: Bernalillo Main Canal, Facility Carried by Structure: 43-Z001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.031, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000 ( Estimate for 2030), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8767, Location: 16.3 M N Jct I-25/I-40 (Lat: 35.316344, Lng: -106.533808), Route carried "on" structure: US 550, Year Built: 1987, Year Reconstructed: 2014, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 17,308 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 24,357 (year 2040), Design Load: HS 20, Features Intersected: I-25 SBL and NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8767, Location: 16.3 M N Jct I-25/I-40 (Lat: 35.316344, Lng: -106.533808), Route carried "on" structure: US 550, Year Built: 1987, Year Reconstructed: 2014, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 17,308 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 24,357 (year 2040), Design Load: HS 20, Features Intersected: I-25 SBL and NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 9273, Location: Junction I-25/NM-473 (Lat: 35.296064, Lng: -106.542433), Route carried "on" structure: Interstate 25, Year Built: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 27,823 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 51,273 (year 2040), Design Load: HS 20, Features Intersected: NM-473
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 387.433, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9273, Location: Junction I-25/NM-473 (Lat: 35.296064, Lng: -106.542433), Route carried "on" structure: Interstate 25, Year Built: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 27,823 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 51,273 (year 2040), Design Load: HS 20, Features Intersected: NM-473
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 387.433, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, 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: 9274, Location: Junction I-25 and Nm-473 (Lat: 35.296147, Lng: -106.542622), Route carried "on" structure: Interstate 25, Year Built: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 27,823 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 51,273 (year 2040), Design Load: HS 20, Features Intersected: NM-473
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 387.433, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9274, Location: Junction I-25 and Nm-473 (Lat: 35.296147, Lng: -106.542622), Route carried "on" structure: Interstate 25, Year Built: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 27,823 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 51,273 (year 2040), Design Load: HS 20, Features Intersected: NM-473
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 387.433, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, 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: 9432, Location: 14.9 Mi N of US-550 (Lat: 35.387458, Lng: -106.464800), Route carried "on" structure: State highway 313, Year Built: 2011, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 2,448 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 7,344 (year 2040), Design Load: HS 20, Features Intersected: Maria Chavez
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.984, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9432, Location: 14.9 Mi N of US-550 (Lat: 35.387458, Lng: -106.464800), Route carried "on" structure: State highway 313, Year Built: 2011, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 2,448 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 7,344 (year 2040), Design Load: HS 20, Features Intersected: Maria Chavez
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.984, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 9461, Location: 12 Mi N of I-25/I-40 (Lat: 35.263633, Lng: -106.561597), Route carried "on" structure: Interstate 25, Year Built: 2011, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 60,308 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 111,136 (year 2040), Design Load: HS 20, Features Intersected: Sandia wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 383.523, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 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: August 2021
Structure Number: 9461, Location: 12 Mi N of I-25/I-40 (Lat: 35.263633, Lng: -106.561597), Route carried "on" structure: Interstate 25, Year Built: 2011, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 60,308 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 111,136 (year 2040), Design Load: HS 20, Features Intersected: Sandia wash
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 383.523, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 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: August 2021
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Structure Number: 9788, Location: 1.4 M N Jct I-25/US-550 (Lat: 39.322111, Lng: -106.556278), Route carried "on" structure: US 550, Year Built: 2019, Status: Open, Structure Length: 21.10m (69.23ft), Average Daily Traffic: 536 (year 2018), Average Future Daily Traffic: 600 (year 2038), Design Load: HS 20, Features Intersected: Rio Grande River
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 2.253, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 56.1m (184.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9788, Location: 1.4 M N Jct I-25/US-550 (Lat: 39.322111, Lng: -106.556278), Route carried "on" structure: US 550, Year Built: 2019, Status: Open, Structure Length: 21.10m (69.23ft), Average Daily Traffic: 536 (year 2018), Average Future Daily Traffic: 600 (year 2038), Design Load: HS 20, Features Intersected: Rio Grande River
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 2.253, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 56.1m (184.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10075, Location: 3.65 MI N OF NM-448 (Lat: 35.316047, Lng: -106.576458), Route carried "on" structure: State highway 528, Year Built: 1993, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 19,259 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 24,215 (year 2040), Design Load: HS 20, Features Intersected: ARROYO VENADA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.334, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 20 degrees, 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: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Structure Number: 10075, Location: 3.65 MI N OF NM-448 (Lat: 35.316047, Lng: -106.576458), Route carried "on" structure: State highway 528, Year Built: 1993, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 19,259 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 24,215 (year 2040), Design Load: HS 20, Features Intersected: ARROYO VENADA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.334, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 20 degrees, 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: 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
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Structure Number: 8767, Location: 16.3 M N Jct I-25/I-40 (Lat: 35.316344, Lng: -106.533808), Route carried "under" structure: Interstate 25, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 27,285 (year 2020), Truck Traffic: 13%, Features Intersected: I-25 SBL and NBL, Facility Carried by Structure: US-550 EB and WB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 389.880, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 8767, Location: 16.3 M N Jct I-25/I-40 (Lat: 35.316344, Lng: -106.533808), Route carried "under" structure: Interstate 25, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 27,285 (year 2020), Truck Traffic: 13%, Features Intersected: I-25 SBL and NBL, Facility Carried by Structure: US-550 EB and WB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 389.880, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
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Structure Number: 9273, Location: Junction I-25/NM-473 (Lat: 35.296064, Lng: -106.542433), Route carried "under" structure: Ramp State highway 473, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 2,549 (year 2020), Truck Traffic: 37%, Features Intersected: NM-473, Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.692, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 9273, Location: Junction I-25/NM-473 (Lat: 35.296064, Lng: -106.542433), Route carried "under" structure: Ramp State highway 473, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 2,549 (year 2020), Truck Traffic: 37%, Features Intersected: NM-473, Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.692, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 9274, Location: Junction I-25 and Nm-473 (Lat: 35.296147, Lng: -106.542622), Route carried "under" structure: State highway 473, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 4,882 (year 2020), Truck Traffic: 7%, Features Intersected: NM-473, Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 9274, Location: Junction I-25 and Nm-473 (Lat: 35.296147, Lng: -106.542622), Route carried "under" structure: State highway 473, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 4,882 (year 2020), Truck Traffic: 7%, Features Intersected: NM-473, Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)