Bridge Statistics for Los Lunas, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 335ft / 102mTotal length
- $7,679,000Total costs
- 356,029Total average daily traffic
- 72,704Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Los Lunas
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 41960-1969
- 71970-1979
- 31990-1999
- 12000-2009
- Bridge Condition - Deck
- 71.4%Good
- 28.6%Satisfactory
- Bridge Condition - Superstructure
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 14.3%Good
- 57.1%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 11.1%Very good
- 66.7%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 37.5%Satisfactory
- 12.5%Fair
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Structure Number: 5652, Location: 0.9 MI N OF JCT NM-445 (Lat: 36.725742, Lng: -104.530231), Route carried "on" structure: US 64, Year Built: 1951, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 569 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 914 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 540.751, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: 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: 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: March 2022
Structure Number: 5652, Location: 0.9 MI N OF JCT NM-445 (Lat: 36.725742, Lng: -104.530231), Route carried "on" structure: US 64, Year Built: 1951, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 569 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 914 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 540.751, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: 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: 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: March 2022
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Structure Number: 607, Location: 2.9 MI N OF JCT NM-408 (Lat: 34.196500, Lng: -106.924753), Route carried "on" structure: Interstate 25, Year Built: 1958, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,800 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 8,217 (year 2040), Design Load: HS 20, Features Intersected: ARROYO PUERTECITO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 256.030, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 21 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: Fair, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020
Structure Number: 607, Location: 2.9 MI N OF JCT NM-408 (Lat: 34.196500, Lng: -106.924753), Route carried "on" structure: Interstate 25, Year Built: 1958, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,800 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 8,217 (year 2040), Design Load: HS 20, Features Intersected: ARROYO PUERTECITO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 256.030, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 21 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: Fair, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020
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Structure Number: 691, Location: Jct of I-40/2nd/1st/ComSt (Lat: 35.105700, Lng: -106.643578), Route carried "on" structure: Interstate 40, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 32.22m (105.71ft), Average Daily Traffic: 117,451 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 216,440 (year 2040), Design Load: HS 20, Features Intersected: 1St., 2nd, Com St., NMRX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.178, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.4m (93.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 28.2m (92.5ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 691, Location: Jct of I-40/2nd/1st/ComSt (Lat: 35.105700, Lng: -106.643578), Route carried "on" structure: Interstate 40, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 32.22m (105.71ft), Average Daily Traffic: 117,451 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 216,440 (year 2040), Design Load: HS 20, Features Intersected: 1St., 2nd, Com St., NMRX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.178, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.4m (93.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 28.2m (92.5ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6979, Location: 4.2M N OF N BELEN INTRCHG (Lat: 34.764692, Lng: -106.782181), Route carried "on" structure: Interstate 25, Year Built: 1969, Year Reconstructed: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 19,793 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 33,884 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 324.257, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), 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: 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: 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: March 2020
Structure Number: 6979, Location: 4.2M N OF N BELEN INTRCHG (Lat: 34.764692, Lng: -106.782181), Route carried "on" structure: Interstate 25, Year Built: 1969, Year Reconstructed: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 19,793 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 33,884 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 324.257, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), 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: 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: 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: March 2020
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Structure Number: 6981, Location: 5.8M N OF N BELEN INTRCHG (Lat: 34.784628, Lng: -106.773658), Route carried "on" structure: Interstate 25, Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 19,793 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 33,884 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 326.752, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 14 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: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $536,000, Roadway Improvement Cost: $53,000, Total Project Cost: $804,000 ( Estimate for 2030)
Structure Number: 6981, Location: 5.8M N OF N BELEN INTRCHG (Lat: 34.784628, Lng: -106.773658), Route carried "on" structure: Interstate 25, Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 19,793 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 33,884 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 326.752, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 14 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: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Bridge Improvement Cost: $536,000, Roadway Improvement Cost: $53,000, Total Project Cost: $804,000 ( Estimate for 2030)
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Structure Number: 6982, Location: 0.1 MI N OF JCT NM-6 (Lat: 34.816061, Lng: -106.760222), Route carried "on" structure: Interstate 25, Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 16,088 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 29,648 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 327.804, 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: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 6982, Location: 0.1 MI N OF JCT NM-6 (Lat: 34.816061, Lng: -106.760222), Route carried "on" structure: Interstate 25, Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 16,088 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 29,648 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 327.804, 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: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
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Structure Number: 7231, Location: 1.8 MI N OF JCT NM-6 (Lat: 34.839111, Lng: -106.750606), Route carried "on" structure: Interstate 25, Year Built: 1971, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 28,001 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 48,859 (year 2040), Design Load: HS 20, Features Intersected: RANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.093, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $454,000 ( Estimate for 2030)
Structure Number: 7231, Location: 1.8 MI N OF JCT NM-6 (Lat: 34.839111, Lng: -106.750606), Route carried "on" structure: Interstate 25, Year Built: 1971, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 28,001 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 48,859 (year 2040), Design Load: HS 20, Features Intersected: RANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.093, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $30,000, Total Project Cost: $454,000 ( Estimate for 2030)
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Structure Number: 7255, Location: 5.6 Mi N Jct I-25/NM-6 (Lat: 34.889689, Lng: -106.727119), Route carried "on" structure: Interstate 25, Year Built: 1970, Year Reconstructed: 1996, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 28,001 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 48,859 (year 2040), Design Load: HS 20, Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 336.111, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 7255, Location: 5.6 Mi N Jct I-25/NM-6 (Lat: 34.889689, Lng: -106.727119), Route carried "on" structure: Interstate 25, Year Built: 1970, Year Reconstructed: 1996, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 28,001 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 48,859 (year 2040), Design Load: HS 20, Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 336.111, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 7256, Location: 5.6 Mi N Jct I-25/NM-6 (Lat: 34.889408, Lng: -106.727539), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 28,001 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 48,859 (year 2040), Design Load: HS 20, Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 336.111, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7256, Location: 5.6 Mi N Jct I-25/NM-6 (Lat: 34.889408, Lng: -106.727539), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 28,001 (year 2020), Truck Traffic: 37%, Average Future Daily Traffic: 48,859 (year 2040), Design Load: HS 20, Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 336.111, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7453, Location: 1.1 MI E Jct NM-314/NM-6 (Lat: 34.804503, Lng: -106.718008), Route carried "on" structure: State highway 6, Year Built: 1974, Status: Open, Structure Length: 29.44m (96.59ft), Average Daily Traffic: 19,926 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 28,040 (year 2040), Design Load: HS 20, Features Intersected: RIO GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.132, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 54.0 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 29.40m (96.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,608,000, Roadway Improvement Cost: $360,000, Total Project Cost: $5,412,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7453, Location: 1.1 MI E Jct NM-314/NM-6 (Lat: 34.804503, Lng: -106.718008), Route carried "on" structure: State highway 6, Year Built: 1974, Status: Open, Structure Length: 29.44m (96.59ft), Average Daily Traffic: 19,926 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 28,040 (year 2040), Design Load: HS 20, Features Intersected: RIO GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.132, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 54.0 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 29.40m (96.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,608,000, Roadway Improvement Cost: $360,000, Total Project Cost: $5,412,000 ( Estimate for 2030), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7544, Location: 14.1 MI W OF I-25 (Lat: 34.796639, Lng: -106.990539), Route carried "on" structure: State highway 6, Year Built: 1976, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 1,006 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: HS 20, Features Intersected: RIO PUERCO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.88m (35.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $673,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,009,000 ( 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: 7544, Location: 14.1 MI W OF I-25 (Lat: 34.796639, Lng: -106.990539), Route carried "on" structure: State highway 6, Year Built: 1976, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 1,006 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: HS 20, Features Intersected: RIO PUERCO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.88m (35.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $673,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,009,000 ( 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: 766, Location: 4.9 MI W OF JCT I-25 (Lat: 34.818319, Lng: -106.846864), Route carried "on" structure: State highway 6, Year Built: 1977, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 16,108 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,042 (year 2040), Design Load: HS 20, Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.772, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 766, Location: 4.9 MI W OF JCT I-25 (Lat: 34.818319, Lng: -106.846864), Route carried "on" structure: State highway 6, Year Built: 1977, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 16,108 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 18,042 (year 2040), Design Load: HS 20, Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.772, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8954, Location: JCT I-25/NM-6 @ Los Lunas (Lat: 34.814378, Lng: -106.761164), Route carried "on" structure: State highway 6, Year Built: 1996, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 16,479 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 23,190 (year 2040), Design Load: HS 20, Features Intersected: I-25 NBL/SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.867, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.7m (71.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8954, Location: JCT I-25/NM-6 @ Los Lunas (Lat: 34.814378, Lng: -106.761164), Route carried "on" structure: State highway 6, Year Built: 1996, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 16,479 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 23,190 (year 2040), Design Load: HS 20, Features Intersected: I-25 NBL/SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.867, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.7m (71.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8993, Location: 1.1 MI E OF I-25 (Lat: 34.812283, Lng: -106.743597), Route carried "on" structure: State highway 6, Year Built: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 22,649 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,872 (year 2040), Design Load: HS 20, Features Intersected: BELEN HIGHLINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.573, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 8993, Location: 1.1 MI E OF I-25 (Lat: 34.812283, Lng: -106.743597), Route carried "on" structure: State highway 6, Year Built: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 22,649 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,872 (year 2040), Design Load: HS 20, Features Intersected: BELEN HIGHLINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.573, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 9792, Location: 20.5mi NW Jct I-25 (Lat: 34.780406, Lng: -106.963753), Route carried "on" structure: State highway 6, Year Built: 2009, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,006 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: H 20, Features Intersected: Unnamed waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.992, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
Structure Number: 9792, Location: 20.5mi NW Jct I-25 (Lat: 34.780406, Lng: -106.963753), Route carried "on" structure: State highway 6, Year Built: 2009, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,006 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: H 20, Features Intersected: Unnamed waterway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.992, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021
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Structure Number: 7231, Location: 1.8 MI N OF JCT NM-6 (Lat: 34.839111, Lng: -106.750606), Route carried "under" structure: County highway 61000, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 270 (year 2020), Features Intersected: RANCH ROAD, Facility Carried by Structure: I-25 NBL/SBL
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.005, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.6m (24.9ft)
Structure Number: 7231, Location: 1.8 MI N OF JCT NM-6 (Lat: 34.839111, Lng: -106.750606), Route carried "under" structure: County highway 61000, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 270 (year 2020), Features Intersected: RANCH ROAD, Facility Carried by Structure: I-25 NBL/SBL
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.005, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.6m (24.9ft)
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Structure Number: 8954, Location: JCT I-25/NM-6 @ Los Lunas (Lat: 34.814378, Lng: -106.761164), Route carried "under" structure: Interstate 25, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 16,088 (year 2020), Truck Traffic: 13%, Features Intersected: I-25 NBL/SBL, Facility Carried by Structure: NM-6
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 327.180, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 8954, Location: JCT I-25/NM-6 @ Los Lunas (Lat: 34.814378, Lng: -106.761164), Route carried "under" structure: Interstate 25, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 16,088 (year 2020), Truck Traffic: 13%, Features Intersected: I-25 NBL/SBL, Facility Carried by Structure: NM-6
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 327.180, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)